O kryteriach oceny elementów skończonych. Od belki Timoshenki do płyty o średniej grubości

Gilewski, W.

Artykuł - szczegóły

Tytuł artykułu

O kryteriach oceny elementów skończonych. Od belki Timoshenki do płyty o średniej grubości

Autorzy

Gilewski W.

Identyfikatory

Warianty tytułu

On the criteria for evaluation of finite elements. From Timoshenko beam to Hencky-Boole plate

Języki publikacji

Abstrakty

Celem pracy jest zaproponowanie i weryfikacja względnie prostych kryteriów oceny poprawności sformułowania elementów skończonych - kryteriów niesprzecznych z kryteriami matematycznymi. W pracy zaproponowano cztery kryteria oceny poprawności modelu MES: - analizę spektralną macierzy sztywności elementu, - analizę spektralną macierzy mas elementu, - analizę spektralną macierzy sztywności geometrycznej elementu, - kryterium energetyczne. Kryteria te opisano teoretycznie i zastosowano do analizy wybranych elementów skończonych. Przykłady zostały dobrane tak, aby pokazać możliwość zastosowania wszystkich czterech kryteriów w różnych zadaniach -analizie elementów o różnej liczbie węzłów, różnej geometrii i różnych funkcjach kształtu. Uzyskane wyniki należy uznać za bardzo obiecujące - pozwalają one przeanalizować poprawność dowolnego elementu skończonego w zadaniach statyki, drgań i stateczności początkowej. Analiza spektralna macierzy sztywności elementu pozwala określić, czy element spełnia matematyczny warunek eliptyczności. Energii odkształcenia, której jądrem jest macierz sztywności, nadano interpretację fizyczną w postaci hiper-elipsy energii. Wprowadzono dwa dodatkowe parametry - objętość hiper-elipsy i wskaźnik uwarunkowania macierzy - które uzupełniają warunek eliptyczności o informacje jakościowe o numerycznych własnościach elementu. Analiza spektralna macierzy mas pozwala określić czy element w poprawny sposób odwzorowuje energię kinetyczną dźwigara. Kryterium to jest odpowiednikiem warunku eliptyczności przeniesionym na zadania drgań. Podobnie jak poprzednio objętość hiper-elipsy energii kinetycznej i wskaźnik uwarunkowania pozwalają uzyskać dodatkowe informacje o własnościach numerycznych elementu. Analiza spektralna macierzy sztywności geometrycznej pozwala określić poprawność odwzorowania dodatkowej energii odkształcenia związanej z działaniem dużych sił osiowych. Energetyczne kryterium oceny poprawności sformułowania MES odpowiada matematycznemu warunkowi zgodności elementu, rozszerzonemu na zagadnienia drgań i stateczności początkowej. Kryterium pozwala określić, czy element skończony przy malejących wymiarach odwzorowuje w poprawny sposób gęstość energii sprężystej, energii kinetycznej, dodatkowej energii sprężystej (związanej z działaniem dużych sił osiowych) i pracę sił zewnętrznych. Kryterium energetyczne pozwala określić, czy element jest zbieżny do wyniku dokładnego, rozumianego w sensie energetycznym, oraz dodatkowo ocenić rząd zbieżności elementu. Proponowane kryteria oceny dotyczą w zasadzie modelu przemieszczeniowego MES, w pracy pokazano jednak jak można je uogólnić na modele mieszane. Pracę uzupełnia obszerny przegląd literatury dotyczącej budowy i oceny elementów skończonych belek i płyt o średniej grubości.

The objective of this paper is to propose and to verify relatively simple criteria for evaluation of correctness of the finite element formulations. The criteria should be in agreement with mathematical theorems. Four criteria are proposed for evaluation the finite elements: - spectral analysis of the element stiffness matrix, - spectral analysis of the element mass matrix, - spectral analysis of the element geometric stiffness matrix, - energy criterion. The criteria are described theoretically and implemented for the analysis of selected finite elements. The examples are completed to show the possibility of implementation of the proposed criteria for various situations - the elements with different number of nodes and degrees of freedom, the elements of various geometry, the element with various shape functions, etc. The results are very promising - it is possible to evaluate the correctness of the formulation for any kind of finite element for static, vibration and initial stability problems. Spectral analysis of the element stiffness matrix gives the information if the element satisfy the mathematical condition of ellipticity. The strain energy of the element is described as a hiper-ellipsoid in multi dimensional space od degrees of freedom. Additional parameters - volume of hiper-ellipsoid and matrix condition ratio - gives the additional information on numerical sensitivity of the element. Spectral analysis of the element mass matrix can help to evaluate if the element describes the kinetic energy correctly. This criterion is equivalent to the ellipticity condition for vibration analysis. Volume of hiper-ellipsoid and mass matrix condition ratio are also discussed. Spectral analysis of the element geometric stiffness matrix is to define if the finite element describes correctely the additional strain energy combined with the in-plane forces. Energy criterion of the correctness of the FEM formulation is equivalent to the mathematical condition of consistency, extended from the static analysis to vibrations and initial stability. This criterion can help to evaluate if the densities of strain energy, kinetic energy, geometric strain energy and external load work of the finite element are described properly with the use of certain shape functions, methods of integration, etc. The convergence of the formulation to the correct value of energy can be evaluated, as well as the rate of convergence can be estimated. The proposed set of criterion is extended for the mixed formulation of the FEM. Some examples are given. The paper is completed with the wide analysis of the literature dedicated for the finite element formulation and evaluation in the field of Timoshenko beams and Hencky-Boole plates.

Słowa kluczowe

metoda elementów skończonych analiza spektralna macierze belki belka Timoshenki

Timoshenko beam spectral analysis matrix beams MES model

Wydawca

Oficyna Wydawnicza Politechniki Warszawskiej

Czasopismo

Prace Naukowe Politechniki Warszawskiej. Budownictwo

Rocznik

2005

Tom

z. 144

Strony

3--117

Opis fizyczny

Bibliogr. 619 poz., rys., tab., wykr.

Twórcy

autor

Gilewski W.

Instytut Mechaniki Konstrukcji Inżynierskich, Wydział Inżynierii Lądowej Politechniki Warszawskiej

Bibliografia

Część 1 - publikacje ogólne oraz dotyczące oceny elementów skończonych:
[1] Bathe K.J., Finite Element Procedures. Prentice Hall, Englewood Cliffs, New York, 1996
[2] Beltzer A.I., Entropy characterization of finite elements. Int. J Solids Structures, 33, 24, 1996, str. 3549-3560
[3] Beltzer A.I., Neural classification of finite elements. CS, 81, 2003, str. 2331-2335
[4] Brezzi F., Fortin M., Mixed and Hybrid Finite Elements Methods. Springer-Verlag, New York, 1991
[5] Ciarlet P.G., The Finite Element Method for Eliptic Problems. North-Holland, Amsterdam, 1978
[6] Dahlquist G., Bjorck A., Metody numeryczne. PWN, Warszawa, 1983
[7] Fichtencholtz G.M., Rachunek różniczkowy i całkowy. Tom. III. PWN, Warszawa, 1978
[8] Fortuna Z., Macukow B., Wąsowski J., Metody numeryczne. WNT, Warszawa, 1982
[9] Gilewski W., Correctness of plate-bending element with physical shape functions. Finite Element News, 3, 1993, str. 29-34
[10] Gilewski W., Evaluation of lumped mass matrices for moderately thick plate. International Conference on "Modern Building Materials, Structures and Techniques", Wilno, Litwa, Vilnius Gediminas Technical University Press "Technika", 2004, str. 747-752
[11] Gilewski W., Ocena poprawności diagonalych macierzy mas dla belki Timoshenki. Polsko-Ukraińskie Seminarium "Theoretical Foundations of Civil Engineering", Wydawnictwo Politechniki Warszawskiej, Warszawa 2004, str. 109-118
[12] Gilewski W., O kryteriach doboru funkcji kształtu w metodzie elementów skończonych. Słowacko-Polsko-Rosyjskie Seminarium "Teoretyczne podstawy mechaniki", Żylina, czerwiec 2004, str. 19-26
[13] Hetmański K., Fizyczne funkcje kształtu w analizie płyt spoczywających na wieloparametrowym podłożu. Rozprawa doktorska. Politechnika Warszawska. Warszawa 1998
[14] Hetmański K., O pewnym zastosowaniu całkowania zredukowanego w analizie prostokątnych elementów skończonych. Polsko-Ukraińskie Seminarium "Theoretical Foundations of Civil Engineering", Wydawnictwo Politechniki Warszawskiej, Warszawa 1998, str. 107-110
[15] Hughes T.J.R., The Finite Element Method, Prentice Hall Inc., Englewood Cliffs, New York, 1987
[16] Hughes T.J.R., Hinton E., eds. Finite Element Methods for Plate and Shell Structures. Vol. 1: Element Technology, Pineridge Press Int., Swensea, 1986
[17] Hughes T.J.R., Hinton E., eds. Finite Element Methods for Plate and Shell Structures. Vol. 2: Formulations and Algorithms, Pineridge Press Int., Swensea, 1986
[18] Jemielita G., Meandry teorii płyt i powłok. W: Mechanika Techniczna. Tom VIII. Mechanika sprężystych płyt i powłok. Wydawnictwa Naukowe PWN, Warszawa, 2001
[19] Kapur J.N., Maximum Entropy Models in Science and Engineering, John Wiley, New York, 1989
[20] Kardestuncer H., Norrie D.H., eds. Finite Element Handbook. Mac Graw-Hill, New York, 1987
[21] Obara P., Drgania, stateczność i rezonans parametryczny układów prętowych z uwzględnieniem odkształcalności postaciowej. Rozprawa doktorska. Politechnika Świętokrzyska. Kielce 2005
[22] Oden J.T., Reddy T.N., An Introduction To The Mathematical Theory of Finite Elements. John Wiley & Sons, New York, 1976
[23] Rakowski J., A new methodology of evaluation of C-0 bending finite elements. CMAME, 91, 1991, str. 1327-1338
[24] Reddy J.N., Energy Principles and Variational Methods in Applied Mechanics. John Wiley, New York, 1998
[25] Szabo B., Babuska I., Finite Element Analysis. John Wiley & Sons Inc., New York, 1991
[26] Taylor R.L., Zienkiewicz O.C., The Finite Element Method. Vol. 2: Solid Mechanics. Butterworth-Heinemann, 2000
[27] Verma A., Melosh R.L., Numerical tests for assessing finite element model convergence. IJNME, 24, 1987, str. 843-857
[28] Washizu K., Variational Methods in Elasticity and Plasticity. Pergamon Press, Oxford, 1975
[29] Wunderlich W., Mixed models for plates and shells: principles - elements - examples. w: Hybrid and Mixed Finite Element Methods, Atluri S.N., Gallagher R.H., Zienkiewicz O.C., eds., John Wiley & Sons, New York, 1983
[30] Zienkiewicz O.C., Taylor R.L., The Finite Element Method. Vol. 1: The Basis. Butterworth-Heinemann, 2000
Część 2 - publikacje dotyczące elementów skończonych belek i płyt o średniej grubości:
[31] Melosh R.J., A flat triangular shell element stiffness matrix. In: Matrix Methods in Structural Mechanics, J.S. Przemieniecki, ed., Air Force Flight Dynamic Laboratory, TR-66-80, Wright-Patterson AFB, OH, 1965
[32] Key S.W., Beissinger Z.E., The analysis of thin shells with transverse shear strains by the finite element method, In: Matrix Methods in Structural Mechanics, J.S. Przemieniecki, ed., Air Force Flight Dynamic Laboratory, TR-66-80, Wright-Patterson AFB, OH, 1965
[33] Kapur K.K., Vibrations of a Timoshenko beam using a finite element approach. J. Acoust. Soc. Am., 40, 1966, str. 1058-1063
[34] Herrmann L.R., Finite-element bending analysis of plates. Journ. Eng. Mech. Div., Proc. ASCE, EM5, 1967, str. 13-26
[35] Smith I.M., A finite element analysis for "moderately thick" rectangular plates in bending. Int. Journ. Mech. Sci., 10, 7, 1968, str. 563-570
[36] Zudans Z., Analysis of asymmetric stiffened shell type structures by the finite element method. I. Flat rectangular elements. Nuc. Eng. Des, 8, 1968, str. 367-379
[37] Allwood R.J., Comes G.M.M., A polygonal finite element for plate bending problems using the assumed stress approach. IJNME, 1, 2, 1969, str. 135-149
[38] Prato C.A., Shell finite element method via Reissner's principle. Int. J. Solids Struct., 5, 1969, str. 1119-1133
[39] Zudans Z., Analysis of asymmetric stiffened shell type structures by the finite element method. 2. Six degree-of-freedom model. Nuc. Eng. Des, 9, 1969, str. 302-310
[40] Ahmad S., Irons B.M., Zienkiewicz O.C., Analysis of thick and thin shell structures by curved finite elements. IJNME, 2, 1970, str. 419-451
[41] Greimenn L.F., Lynn P·., Finite element analysis of plate bending with transverse shear deformation. Nuc. Eng. Des., 14, 1970, str. 223-230
[42] Pryor C.W., Barker R.M., Finite element bending analysis of Reissner plates. Jour. Eng. Mech. Div., Proc. ASCE, EM6, 1970, str. 967-1983
[43] Severn R.T., Inclusion of shear deflection in the stiffness matrix for a beam element. J. Strain Anal., 5, 1970, str. 239-241
[44] Zudans Z., Analysis of asymmetric stiffened shell type structures by the finite element method. 3. Constant transverse shear model. Nuc. Eng. Des, 11, 1970, str. 177-194
[45] Pawsey S.F., Clough R.W., Improved numerical integration of thick shell finite elements. IJNME, 3, 1971, str. 575-586
[46] Zienkiewicz O.C., Taylor R.L., Too J.M., Reduced integration technique in general analysis of plates and shells. IJNME, 3, 1971, str. 275-290
[47] Melosh J., A flat triangular shell element stiffness matrix. Proc. Conf. Structural Mechanics in Reactor Technology, 1, 1971, M6/5
[48] Argyris J.H., Schrapf D.W., Matrix displacement analysis of shells and plates including transverse shear strain effects. CMAME, 1, 1972, str. 81-139
[49] Atluri S., Pian T.H.H., Theoretical formulation of finite element methods in linear elastic analysis of general shells. J. Struct. Mechanics, 1, 1972, str. 1-41
[50] Chatterjee A., Setlur A.V., A mixed finite element formulation for plate problems. IJNME, 4, 1, 1972, str. 67-84
[51] Cook R.D., Two hybrid elements for analysis of thick, thin and sandwich plates. IJNME, 5, 2, 1972, str. 277-288
[52] Davis R., Henshell R.D., Warburton G.B., A Timoshenko beam finite element. J. Sound Vibr., 22, 1972, str. 475-487
[53] Khatua T.P., Cheung Y.K., Triangular element for multilayered sandwich plates. Jour. Eng. Mech. Division, Proc. ASCE, EMS, 1972, str. 1225-1238
[54] Kikuchi F., Ando Y., Rectangular finite element for plate bending analysis based on Hellinger-Reissner's variational principle. Journ. Nuc. Sci. Technology, 9, 1, 1972, str. 28-35
[55] Mau S.T., Tong P., Pian T.H.H., Finite element solutions for laminated thick plates. Journ. Composite Materials, 6, 1972, str. 304-311
[56] Nickell R.E., Secor G.A., Convergence of consistently derived Timoshenki beam finite elements. IJNME, 5, 1972, str. 243-253
[57] Bergan P.G., Clough R.W., Large deflection analysis of plates and shallow shells using the finite element method. IJNME, 5, 1973, str. 543-556
[58] Fried I., Yang S.K., Triangular, nine degrees of freedom, C-0 plate bending element of quadratic accuracy. Quart. Appl. Mathematics, 31, 3, 1973, str. 303-312
[59] Mau S.T., Pian T.H.H., Tong P., Vibration analysis of laminated plates and shells by a hybrid stress element. AIAA J., 11, 1973, str. 1450-1452
[60] Thomas D.L., Wilson J.M., Wilson R.R., Timoshenko beam finite elements. Journ. Sound and Vibration. 31, 1973, str. 315-330
[61] Mawenya A.S., Davies J.D., Finite element bending analysis of multilayer plates. IJNME, 8, 2, 1974, str. 215-225
[62] Venkateswara Rao G., Venkataramana J., Prakasa Rao B., Vibrations of thick plates using a high precision triangular element. Nuc. Eng. Design, 31, 1, 1974, str. 102-105
[63] Venkateswara Rao G., Venkataramana J., Raju I.S., A high precision triangular plate bending element for the analysis of thick plates. Nuc. Eng. Design, 30, 1974, str. 408-412
[64] Hinton E., Owen D.R.J., Shantaram O., Dynamic transient linear and nonlinear behavior of thick and thin plates. Proc. 2nd Brunei Univ. Conf. The Mathematics of Finite Elements and Applications, MAFELAP-1975, J.R. Whiteman, ed., Academic Press, London, 1976, str. 423-438
[65] Hinton E., Razzaque A., Zienkiewicz O.C., Davies J.D., A simple finite element solution for plates of homogeneous, sandwich and cellular construction. Proc. Instn. Civ. Engineers, Part 2, 59, 1975, str. 43-65
[66] Thomas J., Abbas B.A.H., Finite element model for dynamic analysis of Timoshenko beam. J. Sound. Vib., 46, 1975, str. 291-299
[67] Venkateswara Rao G., Venkataramana J., Kanaka Raju K., Stability of moderately thick rectangular plates using a high precision triangular finite element. CS, 5, 1975, str. 257-259
[68] Cook R.D., Further development of an effective plate bending element. CS, 6. 2, 1976, ·str. 93-97
[69] Mawenya A.S., Shear in isoparametric beam and plate bending elements. Proc. Instn. Civ. Engineers, Part 2, 61, 1976, str. 197-204
[70] Rock T.A., Hinton E., A finite element method for the free vibration of plates allowing for transverse shear deformations. CS, 6, 1, 1976, str. 37-44
[71] Zienkiewicz O.C., Hinton E., Reduced integration, function smoothing and non-conformity in finite element analysis (with special reference to thick plates). Journ. Franklin Institute, 302, 5/6, 1976, str. 443-461
[72] Argyris J.H., Dunne P.C., Malejannakis G.A., Schelke E., A simple triangular facet shell element with applications to linear and nonlinear equilibrium and elastic stability problem. CMAME, 10, 1977, str. 371-403, continued 11, 1977, str. 97-132
[73] Chugh A.K., Stiffness matrix for a beam element including transverse shear and axial force effects. IJNME, 11, 1977, str. 1681-1697
[74] Hughes T.J.R., Taylor R.L., Kanoknukulchai W., A simple and efficient finite element for plate bending. IJNME, 11, 10, 1977, str. 1529-1543
[75] Noor A.K., Mathers M.D., Finite element analysis of anisotropic plates. IJNME, 11, 2, 1977, str. 289-307
[76] Ramm E., A plate/shell element for large deflections and rotations. In: Formulations and Computational Algorithms in Finite Element Analysis, K.J. Bathe, ed., MIT, Cambridge, MA, 1977, Chap. 10, str. 265-293
[77] Spilker R.L., Chou S.C., Orringer O., Alternate hybrid-stress elements for analysis of multilayer composite plates. Journ. Composite Materials, 11, 1977, str. 51-70
[78] Hughes T.J.R., Cohen M., The "Heterosis" finite element for plate bending. CS, 9, 1978, str. 445-450
[79] Hughes T.J.R., Cohen M., Haroun M., Reduced and selective integration techniques in the finite element analysis of plates. Nuc. Eng. Design, 46, 1978, str. 203-222
[80] Lee S.W., Pian T.H.H., Improvement of plate and shell finite elements by mixed formulation. AIAA J., 16, 1978, str. 29-34
[81] MacNeal R.H., A simple quadrilateral shell element. CS, 8, 1978, str. 175-183
[82] Parish H., Geometrical nonlinear analysis of shells. CMAME, 14, 1978, str. 159-178
[83] Pugh E.D.L., Hinton E., Zienkiewicz O.C., A study of quadrilateral plate bending elements with "reduced" integration. IJNME, 12, 1978, str. 1059-1079
[84] Bathe K.J., Bolourchi S., Large displacement analysis of three-dimensional beam structures. IJNME, 26, 1979, str. 961-986
[85] Cheung Y.K., Chan H.C., A family of rectangular bending elements. CS, 10, 4, 1979, str. 613-619
[86] Hinton E., Bicanic N., A comparison of lagrangian and serendipity Mindlin plate elements for free vibration analysis. CS, 10, 1979, str. 483-493
[87] Panda S.C., Natarajan R., Finite element analysis of laminated composite plates. IJNME, 14, 1979, str. 69-79
[88] Parish H., A critical survey of the 9-node degenerated shell element with special emphasis of thin shell application and reduced integration. CMAME, 20, 1979, str. 323-350
[89] Thangham P.V., Reddy D.V., Sodhi D.S., Frequency analysis of thick orthotropic plates on elastic foundation using a high precision triangular plate bending element. IJNME, 14, 4, 1979, str. 531-544
[90] Akay H.U., Dynamic large deflection analysis of plates using mixed finite elements, CS, 11, 1, 1980, str. 1-11
[91] Batoz J.L., Bathe KJ., Ho L.W., A study of three-node triangular plate bending elements. IJNME, 15, 1980, str. 1771-1812
[92] Bathe K.J.,Bolourchi S., A geometric and material nonlinear plate and shell element. CS, 11, 1980, str. 23-48
[93] Garnet H., Crouzet-Pascal J., Pifko A.B., Aspects of a simple triangular plate bending finite element. CS, 12, 6, 1980, str. 783-789
[94] Hughes T.J.R., Recent developments in computer methods for structural analysis. Nuc. Eng. Design, 75, 2, 1980, str. 427-439
[95] Kanaka Raju K., Hinton E., Nonlinear vibrations of thick plates using Mindlin plate elements. IJNME, 15, 2, 1980, str. 249-257
[96] Kączkowski Z., Płyty - obliczenia statyczne. Arkady, Warszawa, 1980
[97] Pica A., Hinton E., Transient and pseudo-transient analysis of Mindlin plates. IJNME, 15, 2, 1980, str. 189-208
[98] Pica A., Wood R.D., Postbuckling behavior of plates and shells using a Mindlin shallow shell formulation. CS, 12, 1980, str. 759-768
[99] Pica A., Wood R.D., Hinton E., Finite element analysis of geometrically nonlinear plate behavior using a Mindlin formulation. CS, 11, 3, 1980, str. 203-215
[100] Reddy J.N., A penalty plate-bending element for the analysis of laminated anisotropic composite plates. IJNME, 15, 1980, str. 1187-1206
[101] Roufaeil O.L., Dawe D.J., Vibration analysis of rectangular Mindlin plates by the finite strip method. CS, 12, 6, 1980, str. 833-842
[102] Spilker R.L., A hybrid stress finite-element formulation for thick multilayer laminates. CS, 11, 6, 1980, str. 507-514
[103] Spilker R.L., Munir N.I., A hybrid-stress quadratic serendipity displacement Mindlin plate bending element. CS, 12, 1, 1980, str. 11-21
[104] Spilker R.L., Munir N.I., A serendipity cubic-displacement hybrid-stress element for thin and moderately thick plates. IJNME, 15, 8, 1980, str. 1261-1278
[105] Spilker R.L., Munir N.I., Comparison of hybrid-stress element through-thickness distribution corresponding to a high-order plate theory. CS, 11, 6, 1980, str. 579-586
[106] Surana K.S., Transition finite elements for axisymmetric stress analysis. IJNME, 15, 6, 1980, str. 809-832
[107] Belytschko T., Tsay C.S., Liu W.K., A stabilization matrix for the bilinear Mindlin plate bending plate element. CMAME, 29, 1981, str. 313-327
[108] Cheung M.S., Chan M.Y.T., Static and dynamic analysis of thin and thick sectorial plates by the finite strip method. CS, 14, 1-2, 1981, str. 79-88
[109] Hughes T.J.R., Liu W.K., Nonlinear finite element analysis of shells. Part I. Three-dimensional shells. Part II. Two-dimensional shells. CMAME, 26, 1981, str. 331-362, CMAME, 27, 1981, str. 167-181
[110] Hughes T.J.R., Taylor R.L., The linear triangular bending element. Conf. The Mathematics of Finite Elements and Applications IV, Brunel Univ., England, 28.04-01.05.1981, Academic Press 1982, str. 127-142
[111] Hughes T.J.R., Tezduyar T.E., Finite elements based upon Mindlin plate theory with particular reference to the four-node bilinear isoparametric element. J Appl. Mechanics, 48, 3, 1981, str. 587-596
[112] Mohr G.A., Application of penalty factors toa doubly curved quadratic shall element. CS, 14, 1981, str. 15-19
[113] Noor A.K., Peters J.M., Mixed model and reduced/selective integration displacement models for nonlinear analysis of curved beams. IJNME, 17, 1981, str. 615-631
[114] Parish H., Large displacements of shells including material nonlinearities. CMAME, 27, 1981, str. 183-214
[115] Pica A., Hinton E., Efficient transient dynamic plate bending analysis with Mindlin elements. Earthq. Eng. Struct. Dyn., 9, 1, 1981, str. 23-31
[116] Reddy J.N., Finite element modelling of layered, anisotropic plates and shells. Shock Vib. Dig., 13, 1981, pp. 3-12
[117] Reddy J.N., Chao W.C., A comparison of closed-form and finite element solutions of thick laminated anisotropic rectangular plates. Nuc. Eng. Des., 64, 2, 1981, str. 153-167
[118] Reddy J.N., Chao W.C., Large-deflection and large amplitude free vibrations of laminated composite material plates. CS, 13, 1/3, 1981, str. 341-347
[119] Reddy J.N., Chao W.C., Non-linear bending of thick rectangular, laminated composite plates. IJ Non-Linear Mechanics, 16, 3/4, 1981, str. 291-301
[120] Reddy J.N., Huang C.L., Singh I.R., Large deflections and large amplitude vibrations of axisymmetric circular plates. IJNME, 17, 1981, str. 527-541
[121] Spilker R.L., High order three-dimensional hybrid-stress elements for thick-plate analysis. IJNME, 17, 1, 1981, str. 53-69
[122] Tessler A., On a conforming, Mindlin-type plate element. Conf. The Mathematics of Finite Elements and Applications IV, Brunel Univ., England, 28.04-01.05.1981, Academic Press 1982, str. 119-125
[123] Tessler A., Dong S., On a hierarchy of conforming Timoshenko beam elements. CS, 14, 1981, str. 335-344
[124] Tsach U., Locking of thin plate/shell elements. IJNME, 17, 1981, str. 633-643
[125] Batoz J.L., An explicit formulation for an efficient triangular plate-bending element. IJNME, 18, 1982, str. 1077-1089
[126] Dawe O.J., Roufaeil O.L., Buckling of rectangular Mindlin plates. CS, 15, 4, 1982, str. 461-471
[127] Lee S.W., Wong S.C., Mixed formulation finite elements for Mindlin theory plate bending. IJNME, 18, 9, 1982, str. 1297-1311
[128] Luo J.W., A hybrid/mixed model finite element analysis for buckling of moderately thick plates. CS, 15, 4, 1982, str. 359-364
[129] Kant T., Owen D.R.J., Zienkiewicz O.C., A refined higher-order C-0 plate bending element. CS, 15, 2, 1982, str. 177-183
[130] MacNeal R.H., Derivation of element stiffness matrices by assumed strain distribution. Nuc. Eng. Design, 70, 1982, str. 3-12
[131] Prathap G., Bhashyam G.R., Reduced integration and the shear-flexible beam element. IJNME, 18, 1982, str. 195-210
[132] Reddy J.N., Large amplitude flexural vibrations of layered composite plates with cutouts. J. Sound and Vibration, 83, 1, 1982, str. 1-10
[133] Reddy J.N., On the solutions to forced motions of rectangular composite plates. J. Appl. Mech., 49, 2, 1982, str. 403-408
[134] Reddy J.N., Chao W.C., Nonlinear oscillations of laminated, anisotropic, rectangular plates. J. Appl. Mech., 49, 2, 1982, str. 396-402
[135] Rhee H.C., Atluri S.N, Hybrid stress finite element analysis of bending of a plate with a through flaw. IJNME, 18, 1982, str. 259-271
[136] Speare P.R.S., Numerical methods and refined plate theories. CS, 15, 4, 1982, str. 351-358
[137] Spilker R.L., Hybrid-stress eight-node elements for thin and thick multiplayer laminated plates. IJNME, 18, 6, 1982, str. 801-818
[138] Spilker R.L., Invariant 8-node hybrid-stress elements for thin and moderately thick plates. IJNME, 18, 8, 1982, str. 1153-1178
[139] Stolarski H., Belytschko T., Membrane locking and reduced integration for curved elements. J. Appl. Mech, Trans. ASME, 49, 1982, str. 172-176
[140] Tessler A., An improved treatment of transverse shear in the Mindlin-type four-node quadrilateral element. CMAME, 39, 1982, str. 311-335
[141] Tong P., A family of hybrid plate elements. IJNME, 18, 1982, str. 1455-1468
[142] Wu C.C., Some problems of a plate bending hybrid model with shear effect. IJNME, 18, 5, 1982, str. 755-764
[143] Bathe K.J., Dvorkin E., Our discrete Kirchhof and isoparametric shell element for nonlinear analysis. An assessment. CS, 4, 1983, str. 89-98
[144] Belytschko T., Tsay C.A., A stabilization procedure for the quadrilateral plate element with one-point quadrature. IJNME, 19, 1983, str. 405-419
[145] Epstein M., Huttelmaier H.P., A finite element formulation for multilayered and thick plates. CS, 16, 5, 1983, str. 645-650
[146] Garnet H., Pifko A.B., An efficient triangular plate bending finite element for crash simulation. CS, 16, 1-4, 1983, str. 171-179
[147] Lengyel P., Cusens A.R., A finite strip method for the geometrically nonlinear analysis of plate structures. IJNME, 19, 3, 1983, str. 331-341
[148] Liu W.K., Law E.S., Lam D., Belytschko T., Resultant-stress degenerated-shell elements. IJNME, 19, 1983, str. 405-419
[149] Mukhopadhay M., Analysis of plates using isoparametric quadratic element-shear, reaction, patch loading and some convergence studies. CS, 17, 4, 1983, str. 587-597
[150] Onate E., Suarez B., A comparison of the linear, quadratic and cubic Mindlin strip elements for the analysis of thick and thin plates. CS, 17, 3, 1983, str. 427-439
[151] Onu G., Shear effect in beam stiffness matrix. J. Struct. Eng., 109, 1983, str. 2216-2221
[152] Pian T.H.H., Chen D., On the suppression of zero energy deformation modes. IJNME, 19, 1983,str. 1741-1752
[153] Prathap G., Viswanath S., An optimally integrated four-node quadrilateral plate bending element. IJNME, 19, 1983, str. 831-840
[154] Reddy J.N., Dynamic (transient) analysis of layered anisotropic composite-material plates. IJNME, 19, 1983, str. 237-255
[155] Spilker R.L., Hybrid-stress reduced Mindlin isoparametric elements for the analysis of thin plates. J. Struct. Mechanics, 11, 1, 1983, str. 49-66
[156] Stolarski H., Belytschko T., Bending and shear mode decomposition in C-0 structural elements. J. Struct. Mech., 11, 1983, str. 153-176
[157] Stolarski H., Belytschko T., Shear and membrane locking in curved C-0 elements. CMAME, 41, 1983, str. 279-296
[158] Tessler A., Dong S., On a hierarchy of conforming Timoshenko beam elements. CS, 17, 1983, str. 311-335
[159] Weinstein F., Putter S., Stavsky Y., Thermoelastic stress analysis of anisotropic composite sandwich plates by finite element method. CS, 17, 1, 1983, str. 31-36
[160] Viswamith S., Prathap G., A note on locking in a shear flexible triangular plate bending element. IJNME, 19, 1983, str. 305-309
[161] Bathe K.J., Brezzi F., On the convergence of a four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation. Proc. Mathematics of Finite Elements and Applications V, Brunnel University, May 1984, str. 239-251
[162] Belytschko T., Ong J.S.J., A consistent control of spurious singular modes in the 9-node Lagrange element for the Laplace and Mi ndlin plate equation. CMAME, 44, 3, 1984, str. 269-295
[163] Belytschko T., Stolarski H., Carpenter N., A C-0 triangular plate element with one-point quadrature. IJNME, 20, 5, 1984, str. 787-802
[164] Crisfield M.A., A quadratic Mindlin element using shear constraints. CS, 18, 5, 1984, str. 833-852
[165] Dvorkin E.N., Bathe K.J., A continuum mechanics based four-node shell element for general nonlinear analysis, Eng. Comput., 1, 1984, str. 77-88
[166] Heafner L., Willam K.J., Large deflections of a simple beam element including shear deformations. Eng. Comput., 1, 1984, str. 359-368
[167] Hrabok M.M., Hrudley T.M., A review and catalogue of plate bending finite elements. element with consistent rank corrections. CS, 19, 3, 1984, str. 479-495
[168] Huang H.C., Hinton E., A nine node Lagrangean Mindlin plate element with enhanced shear interpolation. Eng. Comput., 1, 1984, str. 369-379
[169] Lakshminarayana H. V., Sridhara Murthy S. , A shear -flexible triangular finite element model for laminated composite plates. IJNME, 20, 4, 1984, str. 591-623
[170] Morley L.S.D., A curvilinear triangular finite element for plate bending by a hybrid method of assumed displacements supplemented with assumed stresses. CS, 18 2, 1984, str. 311-318
[171] Morley L.S.D., An assumed stress hybrid curvilinear triangular finite element for plate bending. IJNME, 20, 3, 1984, str. 529-548
[172] Morley L.S.D., Hellinger-Reissner principles for plate and shell finite elements. IJNME, 20, 4, 1 984, 773-779
[173] Oliver J., Onate E., A total Lagrangian formulation for the geometrically nonlinear analysis of structures using finite elements. Part I: Two-dimensional problems: Shell and plate structures. IJNME, 20, 1984, str. 2253-2281
[174] Onu G., Inclusion of shear effect in the ACM element. CS, 18, 3, 1984, str. 459-464
[175] Pian T.H.H., Shmihara K., Hybrid semi-loof elements for plates and shells based upon a modified Hu-Washizu principle. CS, 19, 1984, str. 165-173
[176] Prathap G., An optimally constrained 4 node quadrilateral thin plate bending element. CS, 18, 5, 1984, str. 789-794
[177] Putcha N.S., Reddy J.N., A mixed shear flexible finite element for the analysis of laminated plates. CMAME, 44, 2, 1984, str. 213-227
[178] Spilker R.L., An invariant eight-node hybrid-stress element for thin and thick multiplayer laminated plates. IJNME, 20, 3, 1984, str. 573-587
[179] Stolarski H., Belytschko T., Carpenter N., A simple triangular plate bending element. CS, 19, 1984, str. 496-512
[180] Stolarski H., Belytschko T., Carpenter N., Kennedy J.M., A simple triangular curved shell element. Eng. Computat., 1, 1984, str. 210-218
[181] Bathe K.J., Dvorkin E.N., A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation. IJNME, 21, 1985, str. 367-383
[182] Belytschko T., Lin J.I., Eigenvalues and stable time steps for the bilinear Mindlin plate element. IJNME, 21, 1985, str. 1729-1745
[183] Belytschko T., Liu W.K. , Ong J.S.J., Lam D., Implementation and application of a 9-node Lagrange shell element with spurious mode control. CS, 20, 1985, str. 121-128
[184] Belytschko T., Stolarski H., Liu W.K., Carpenter N., Ong J.S.J:, Stress projection for membrane locking in shell finite elements. CMAME, 51, 1985, str. 221-258
[185] Carpenter N., Stolarski H., Belytschko T., A flat triangular shel element with improved membrane interpolation. Commun. Appl. Num. Math., 1, 1985, str. 161-168
[186] Crisfield M.A., Shear-constraints and folded-plated structures. Eng. Comput., 2, 1985, str. 238-246
[187] Fricker A.J., An improved three node triangular element for plate bending. IJNME, 21, 1985, str. 105-114
[188] Jeyachandrabose C., Kirkhope J., Rames Babu C., An alternative explicit formulation for the DKT plate -bending element. IJNME, 21, 1985, str. 1289-1293
[189] Liu W.K., Belytschko T., Ong S.J., Law S.E., Use of stabilization matrices in non-linear analysis. Eng. Comput., 2, 1, 1985, str. 47-55
[190] Liu W.K., Ong J.S.J., Uras R.A., Finite element stabilization matrices - a unification approach. CMAME, 53, 1985, str. 13-46
[191] Park K.C., Stanley G.M. , Flaggs D.L., A uniformly reduced, four-noded C-0 shell element with consistent rank corrections. CS, 20, 1985, str. 129-139
[192] Phan N.D., Reddy J.N., Analysis of laminated composite plates using higher-order shear deformation theory. IJNME, 21, 1985, str. 2201-2219
[193] Prathap G., The curved beam/deep arch/finite ring element revised. IJNME, 21, 1985, str. 389-407
[194] Stolarski H., Carpenter N., Belytschko T., A Kirchhoff-mode method for C-0 bilinear and serendipity plate elements. CMAME, 50, 2, 1985, str. 121-145
[195] Prathap G., An additional stiffness parameter measure of error of the second kind in the finite element method. IJNME, 21, 1985, str. 1001-1012
[196] Prathap G., A simple plate/shell triangle. IJNME, 21, 1985, str. 1149-1156
[197] Schulz J.C., Finite element hourglassing control. IJNME, 21, 1985, str. 1039-1048
[198] Tessler A., Prior identification of shear locking and stiffening in triangular Mindlin elements. CMAME, 53, 1985, str. 183-200
[199] Tessler A., Hughes T.J. R., A three-node Mindlin plate element with improved transverse shear. CMAME, 50, 2, 1985, str. 71-101
[200] Bathe K.J., Dvorkin E., A formulation of general shell elements - The use of mixed interpolation of tensorial components. IJNME, 22, 1986, str. 697-722
[201] Belytschko T., Tsay C.S. , A stabilization procedure for the quadrilateral plate element with one-point quadrature. CMAME, 55, 1986, str. 259-300
[202] Carpenter N., Belytschko T., Stolarski H., Locking and shear scaling factors in C-0 bending elements. CS, 22, 1986, str. 39-52
[203] Chan H. C., Chung W.C., Higher order subparametric elements for large deflection analysis of plates. CS, 24, 1, 1986, str. 119-126
[204] Chieslar J.D., Ghali A., A hybrid strain technique for finite element analysis of plates and shells. CS, 24, 1986, str. 749-765
[205] Dhatt G., Marcotte L., Matte Y., A new triangular discrete Kirchhoff plate/shell element. IJNME, 23, 1986, str. 453-470
[206] Fried I., Johnson A., Tessler A., Minimal-degree thin triangular plate and shell bending finite elements of order two and four. CMAME, 56, 1986, str. 283-307
[207] Gallagher R .H., Murthy S., A triangular thin shell element based on Discrete Kirchhoff theory. CMAME, 54, 1986, str. 197-222
[208] Hinton E., Huang H. C., A family of quadrilateral Mindlin plate elements with substitute shear strain fields. CS, 23, 3, 1986, str. 409-431
[209] Hinton E,, Huang H. C., Shear forces and twisting moments in plates using Mindlin elements. Eng. Comput., 3, 1986, str. 129-142
[210] Huang H.C., Hinton E., A new nine node degenerated shell element with enhanced membrane and shear interpolation. IJNME, 22, 1986, str. 73-92
[211] Kant T., Kulkarni P.B., A C-0 continuous linear beam/bilinear plate flexural element. CS, 22, 3, 1986, str. 413-425
[212] Liu W.K., Law E.S., Lam D., Belytschko T., Resultant-stress degenerated-shell element. CMAME, 55, 1986, str. 259-300
[213] Meek J.L., Tan H.S., A faceted shell element with loof nodes. IJNME, 23, 1986, str. 49-67
[214] Meloueh K.A., On a formulation of a nonlinear theory of plates and shells with applications. CS, 24, 1986, str. 691-705
[215] Parish H., Efficient non-linear finite element shell formulation involving large strains. Eng. Computat., 3, 1986, str. 121-128
[216] Park K.C., Stanley G:M., A curved C-0 shell element based on assumed natural-coordinate strains. J. Appl. Mech., 53, 1986, str. 287-290
[217] Ramesh Babu C., Prathap G., A linear thick curved C-0 elements. IJNME, 23, 1986, str. 1313-1328
[218] Sciuva Di M., Evaluation of some multilayered, shear-deformable plate elements. CS, 24, 6, 1986, str. 845-854
[219] Spilker R.L., Engelman B. E., Hybrid-stress isoparametric elements for moderately thick and thin multiplayer plates. CMAME, 56, 3, 1986, str. 339-361
[220] Spilker R.L., Jakobs D.M., Hybrid stress reduced-Mindlin elements for thin multiplayer plates. IJNME, 23, 1986, str. 555-578
[221] Stolarski H., Belytschko T., On the equivalence of mode decomposition and mixed finite elements based on the Hellinger-Reissner principle. Part I: Theory. CMAME, 58, 1986, str. 249-263
[222] Stolarski H., Belytschko T., On the equivalence of mode decomposition and mixed finite elements based on the Hellinger-Reissner principle. Part II: Applications. CMAME, 58, 1986, str. 265-284
[223] Stolarski H., Carpenter N.J., An alternative formulation of the geometric stiffness matrix for plate elements. CS, 24, 6, 1986, str. 935-940
[224] Tessler A., Spiridigliozzi L., Curved beam elements with penalty relaxation. IJNME, 23, 1986, str. 2245-2262
[225] Brockman R.A., Dynamics of the bilinear Mindlin plate element. IJNME, 24, 1987, str. 2343-2356
[226] Chaudhuri R.A., A simple and efficient shear-flexible plate bending element. CS, 25, 6, 1987, str. 817-824
[227] Chaudhuri R.A., Seide P., An approximate semi-analytical method for prediction of interlaminar shear stresses in an arbitrary laminated thick plate. CS, 25, 1987, str. 627-634
[228] Chaudhuri R.A., Seide P., Triangular finite element for analysis of thick laminated plates. IJNME, 24, 1987, str. 1203-1224
[229] Donea J., Lemain L.G., A modified representation of transverse shear in C-0 quadrilateral plate elements. CMAME, 63, 1987, str. 183-207
[230] Gallagher R.H., Murthy S., Patch test verification of a triangular thin shell element element based on Discrete Kirchhoff theory. Comm. Appl. Num. Meth., 2, 1987, str. 83-88
[231] Hass D.J., Lee S. W., A nine-node assumed-strain finite elements for composite plates and shells. CS, 26, 1987, str. 445-452.
[232] Huang H. C., Implementation of assumed strain degenerated shell element. CS, 25, 1987, str. 147-155
[233] Huang H.C., Membrane locking and assumed strain shell elements. CS, 27, 1987, str. 671-677
[234] Jang J., Pinsky P.M., An assumed covariant strain based 9-node shell element. IJNME, 24, 1987, str. 2389-2411
[235] Koh B.C., Kikuchi N., New improved hourglass control for bilinear and trilinear elements in anisotropic linear elasticity, CMAME, 65, 1987, str. 1-46
[236] Kwon Y. W., Akin J.E., Analysis of layered composite plates using a high-order deformation theory. CS, 27, 5, 1987, str. 619-623
[237] Lasry D., Belytschko T., Transverse shear oscillations in four-node quadrilateral plate elements. CS, 27, 3, 1987, str. 393-398
[238] Liou W.J., Sun c:r., A three-dimesional hybrid stress isoparametric element for the analysis of laminated composite plates. CS, 25,2, 1987, str. 241-249
[239] Militello C., Cascales D.H., Covariant shear strains interpolation in a nine-node degenerated plate element. CS, 26, 5, 1987, str. 781-785
[240] Owen D.R.J., Li Z.H., A refined analysis of laminated plate by finite element displacement methods - I. Fundamentals and static analysis. CS, 26, 6, 1987, str. 907-914
[241] Prathap G., Ramesh Babu C., Accurate force evaluation with a simple, bi-linear, plate bending element. CS, 25, 2, 1987, str. 259-270
[242] Rothert H., Dehmel W., Nonlinear analysis of isotropic, orthotropic and laminated plates and shells. CMAME, 64, 1987, str. 429-446
[243] Saleeb A.F., Chang T.Y., An efficient quadrilateral element for plate bending analysis. IJNME, 24, 1987, str. 1123-1155
[244] Saleeb A.F., Chang T.Y., Graf W., A quadrilateral shell element using a mixed formulation. CS, 26, 1987, str. 787-803
[245] Saleeb A.F., Chang T. Y., On the hybrid-mixed formulation C-0 curved beam elements. CMAME, 60, 1987, str. 95-121
[246] Voyiadjis G.Z., Pecquet R.W., Isotropic plate elements with shear and normal strain deformations. IJNME, 24, 1987, str. 1671-1695
[247] Zienkiewicz O.C., Lefebvre D., Three field mixed approximation and the plate bending problem. Comm. Appl . Num. Meth., 3, 1987, str. 301-309
[248] Aalto J., From Kirchhoff to Mindlin plate element. Comm. Appl. Num. Meth., 4, 1988, str. 231-241
[249] Briassoulis D., Machine locking of degenerated thin shell element. IJNME, 26, 1988, str. 1749-1768
[250] Briassoulis D., Monomial test: testing the flexural behavior of the degenerated shell element. CS, 29, 1988, str. 949-958
[251] Briassoulis D., The zero energy modes problem of the nine-node Lagrangian degenerated shell element. CS, 30, 1988, str. 1389-1402
[252] Chaudhuri R.A., A degenerate triangular shell element with constant cross-sectional wrapping. CS, 28, 1988, str. 315-325
[253] Jang J., Pinsky P.M., Convergence of curved shell elements based on assumed covariant strain interpolation. IJNME, 26, 1988, str. 329-348
[254] Kamoulakos A., Understanding and improving the reduced integration of Mindlin shell elements. IJNME, 26, 1988, str. 2009-2029
[255] Kreja I., Cywiński Z., Is reduced integration just a numerical trick. CS, 29, 1988, str. 491-496 .
[256] Martins R.A.F., Oliveira C.A.M., Semi-loof shell, plate and beam elements – New Computer versions. Part 1. Elements formulation. Part 2. Elements programming. Eng. Comput. 5, 1988, str. 15-25, 5, 1988, str. 26-38
[257] Pandya B.N., Kant T., Flexural analysis of laminated composites using refined higher-order C-0 plate bending elements. CMAME, 66, 1988, str. 173-198
[258] Pitkaranta J., Analysis of some low-order finite elements for Mindlin-Reissner and Kirchhoff plates. Numer. Math., 53, 1988, str. 237-254
[259] Rhiu J.J., Lee S.W., A sixteen node shell element with a matrix stabilization scheme. CM, 3, 1988, str. 99-113
[260] Saleeb A.F., Chang T.Y., A mixed formulation ofC-0 linear triangular plate-shell element - the role of edge shear constraint. IJNME, 26, 1988, str. 1101-1128
[261] Specht A., Modified shape functions for the three node plate bending element passing the patch test. IJNME, 26, 1988, str. 705-713
[262] Yeom C.H., Scardena M.P., Lee S.W., Shell analysis with a combination of eight node and nine node finite element. CS, 28, 1988, str. 155-164
[263] Zienkiewicz O.C., Lefebvre D., A robust triangular plate bending element of the Reissner-Mindlin type. IJNME. 26, 1988, str. 1169-1184
[264] Al Janabi B.S., Hinton E., Yuksanovic D., Free vibrations of Mindlin plates using the element method: Part I. Square plates with various edge conditions. Eng. Comput., 6, 1989, str. 90-96
[265] Arnold D.N., Falk R.S., A uniformly accurate finite element method for the Reissner-Mindlin plates. SIAM J. Numer. Anal, 26, 1989, str. 1276-1290
[266] Brezzi F., Bathe K.J., Fortin M., Mixed-interpolated elements for Reissner-Mindlin plates. IJNME, 28, 1989, str. 1787-1801
[267] Batoz J.L., Lardeur P., A discrete shear triangular nine d.o.f. element for the analysis of thick to very thin plates. IJNME, 28, 1989, str. 533-560
[268] Bemadou M., Trouve P., Approximation of general shell problem by flat plate elements. Part l . CM, 5, 1989, str. 175-208
[269] Briassoulis D., On the basics of the shear locking problem of C-0 isoparametric plate elements. CS, 33, 1, 1989, str. 169-185
[270] Briassoulis D., The C-0 shell plate and beam elements freed from their deficiencies. CMAME, 72, 1989, str. 243-266
[271] Belytschko T., Wong B.L., Assumed strain stabilization procedure for 9-node lagrange shell element. IJNME, 28, 1989, str. 385-414
[272] Cheung Y.K., Wanji C., Hybrid quadrilateral element based on Mindlin/Reissner plate theory. CS, 32, 2, 1989, str.327-339
[273] Choi C.K., Kim S.H., Coupled use of reduced integration and non-conforming models in quadratic Mindlin plate element. IJNME, 28, 1989, str. 1909-1928
[274] Chang T.Y., Saleeb A.F., Graf W., On the mixed formulation of a 9-node Lagrange shell element. CMAME. 73, 1989, str. 259-281
[275] Farard M., Dhatt G., Batoz J.L., A new discrete Kirchhoff plate/shell element with updated procedures. CS, 31, 1989, str. 591-606
[276] Hsiao K.M., Chen Y.R., Nonlinear analysis of shell structures by degenerated isoparametric shell element. CS, 31, 1989, str. 427-438
[277] Hsiao K.M., Hung H.C., Large-deflection analysis of shell structure by using corotational total Lagrangian formulation. CMAME, 73, 1989, str. 209-225
[278] Huang H.C., Elastic and elasto-plastic analysis of shell structures using the assumed strain elements. CS, 33, 2, 1989, str. 327-335
[279] Huang H.C., Membrane locking and assumed strain shell elements. CS, 27, 1989, str. 671-677
[280] Jing H.S., Liao M.L., Partial hybrid stress element for the analysis of thick laminated composite plates. IJNME. 28, 1989, str. 2813-2827
[281] Kant T., Mallikarjuna, A higher-order theory for free vibration of unsymmetrically laminated composite and sandwich plates - finite element evaluations. CS, 32, 5, 1989, str. 1125-1132
[282] Kant T., Mallikarjuna, Transient dynamics of composite sandwich plates using 4-, 8-, 9-noded isoparametric quadrilateral elements. FEAD, 6, 1989, str. 307-318
[283] Kapania R.K., Raciti S., Recent advances in analysis of laminated beams and plates. Part 1: shear effects and buckling. AIAA J., 27, 1989, str. 923-934
[284] Lardeur P., Batoz J.L., Composite plate analysis using a new discrete shear triangular finite element IJNME, 27, 1989, str. 343-359
[285] Liu S., A finite element analysis procedure using simple quadrilateral plate/shell elements. CS, 32, 1989, str. 937-944
[286] Mallikarjuna, Kant T., Finite element formulation of a higher-order response of laminated plates. Eng. Comput., 6, 1989, str. 198-208
[287] Marquis J.P., Wang T.M., Stiffness matrix of parabolic beam element. CS, 6, 1989, str. 863-876
[288] Nagarayana B.P., Prathap G., Displacement and stress predictions from field- and line consistent versions of the eight-node Mindlin plate element. CS, 33, 4, 1989, str. 1095-1106
[289] Nagarayana B.P., Prathap G., Force and moment corrections for the wrapped four-node quadrilateral plane shell element. CS, 33, 1989, str. 1107-1115
[290] Petrolito J., A modified ACM element for thick plate analysis. CS, 32, 6, 1989, str. 1303-1309
[291] Pinsky P.M., Jasti R.V., A mixed finite element formulation for Reissner-Mindlin plates based on the use of bubble functions. IJNME, 28, 1989, str. 1677-1702
[292] Pinsky P.M., Jasti R.V., A mixed finite element for laminated composite plates based on the use of bubble functions. Eng. Comput., 6, 1989, str. 316-330
[293] Reddy J.N., On refined computational models of composite laminates. IJNME, 27, 1989, str. 361-382
[294] Reddy J.N., Barbero E.J., A plate bending element based on a generalized laminate plate theory. IJNME, 28, 1989, str. 2275-2292
[295] Stolarski H.K., Chiang M. Y.M., Assumed strain formulation for triangular C-0 plate elements based on a weak form of the Kirchhoff constraints. IJNME, 28, 1989, str. 2323-2338
[296] Stolarski H.K., Chiang M.Y.M., On a definition of assumed shear strains in formulation of C-0 plate elements. Eur. J. Mech., A/Solids, 8, 1, 1989, str. 53-72
[297] Stolarski H.K., Chiang M.Y.M., The mode-decomposition, C-0 formulation of curved, two-dimensional structural elements. IJNME, 28, 1989, str. 145-154
[298] Simo J.C., Fox D.D., On a stress resultant geometrically exact shell model. Part I: Formulation and optimal parametrization. CMAME, 72, 1989, str. 267-304
[299] Simo J.C, Fox D.D., Rifai M.S., On a stress resultant geometrically exact shell model. Part II: The linear theory; computational aspects. CMAME, 73, 1989, str. 53-92
[300] Stander N., Matzenmiller A., Ramm E., An assumed strain methods in finite rotation shell analysis. Eng. Comput., 6, 1989, str. 58-66
[301] Vu-Quoc L., Mora J.A., A class of simple and efficient degenerated shell elements - analysis of global spurious-mode filtering. CMAME, 74, 1989, str. 117-175
[302] Wang X.J., Belytschko T., A study of stabilization and projection in the 4-node Mindlin plate element. IJNME, 28, 1989, str. 2223-2238
[303] Yeom C.H., Lee S.W., An assumed strain finite element model for large deflection composite shells. IJNME, 28, 1989, str. 1749-1768
[304] Yuan F.O., Miller R.E., A cubic triangular finite element for flat plates with shear. IJNME, 28, 1989, str. 109-126
[305] Averill R.C., Reddy J.N., Behavior of plate elements based on the first-order shear deformation theory. Eng. Comput., 7, 1990, str. 57-74
[306] Bathe K.J., Bucalem M.L., Brezzi F., Displacement and stress convergence of our MITC plate bending elements. Eng. Comput., 7, 1990, str. 291-302
[307] Bergman V.L., Mukherjee S.A., A hybrid strain finite element for plates and shells. IJNME, 30, 1990, str. 233-257
[308] Cheung Y.K., Chen W., Generalized hybrid degenerated elements for plates and shells. CS,36, 1990,str. 279-290
[309] Crisfield M.A., A consistent co-rotational formulation for non-linear three-dimensional beam elements. CMAME, 81, 1990, str. 131-150
[310] Day R.A., Potts O.M., Curved Mindlin beam and axisymmetric shell elements - a new approach. IJNME, 30, 1990, str. 1263-1274
[311] Destuynder P., Nevers T., Some numerical aspects of mixed finite elements for plate bending. CMAME, 78, 1990, str. 73-87
[312] Dill E.H., A triangular finite element for thick and thin plates. CS, 35, 4, 1990, str. 301-308
[313] Gilewski W., Gomuliński A., Physical shape functions. A new concept in finite elements. Finite Element News, 3, 1990, str. 20-23
[314] Jing H.S., Liao M.L., Partial hybrid stress element for transient analysis of thick laminated composite plates. IJNME, 29, 1990, str. 1787-1796
[315] Kebari H., A one point integrated assumed strain 4-node Mindlin plate element. Eng. Comput., 7, 1990, str. 284-290
[316] Militello C., Felippa C.A., A variational justification of the assumed natural strain formulation of finite elements - I. Variational principles. CS, 34, 3, 1990, 431-438
[317] Militello C., Felippa C.A., A variational justification of the assumed natural strain formulation of finite elements - II. The C-0 four-node plate element. CS, 34, 3, 1990, 439-444
[318] Noor A.K., Burton W.S., Peters J.M., Predictor-corrector procedures for stress and free vibration analyses of multilayered composite plates and shells. CMAlv.fE, 82, 1990, str. 341-363
[319] Papadopulos P., Taylor R.L., A triangular element based on Reissner-Mindlin plate theory. IJNME, 30, 1990, str. 1029-1049
[320] Parish H., An investigation of a finite rotation four node assumed strain shell element. IJNME, 30, 1990, str. 127-150
[321] Rakowski J., The interpretation of the shear locking in beam elements. CS, 37, 1990, str. 769-776
[322] Simo J.C., Fox D.D., Rifai M.S., On a stress resultant geometrically exact shell model. Part III: Computational aspects of the nonlinear theory. CMAME, 79, 1990, str. 21-70
[323] Simo J.C., Rifai M.S., Fox D.O., On a stress resultant geometrically exact shell model. Part IV: Variable thickness shells with through-the-thickness stretching. CMAME, 81, 1990, str. 91-126
[324] Simo J.C., Rifai M.S., A class of mixed assumed strain methods and the method of incompatible modes. IJNME, 29, 1990, str. 1595-1638
[325] Tessler A., A C-0 anisoparametric three-node shallow shell element. CMAME, 78, 1990, str. 89-103
[326] Verwoerd M.H., Kok A.W.M., A shear locking free six-node Mindlin plate bending element. CS, 36, 1990, str. 547-551
[327] Weissman S.L., Taylor R.L., Resultant fields for mixed plate bending elements. CMAME, 79, 1990, str. 321-355
[328] White D.W., Abel J.F., Accurate and efficient nonlinear formulation of a nine-node shell element with spurious mode control. CS, 35, 6, 1990, str. 621-641
[329] Sienkiewicz O.C., Taylor R.L., Onate E., Plate bending elements with discrete constraints: new triangular elements. CS, 35, 4, 1990, str. 505-522
[330] Akhtar M.N., Basu P.K., A new p-version general plate finite element. CMAME, 85, 1991, str. 219-236
[331] Belytschko T., Bindeman L.P., Assumed strain stabilization of the 4-node quadrilateral with 1-point quadrature for nonlinear problems. CMAME, 88, 1991, str. 311-340
[332] Brezzi F., Fortin R., Stanberg R., Error analysis of mixed interpolated elements for Reissner-Mindlin plates. Math. Models Meth. Appl. Sci, 1, 1991, str. 125-151
[333] Choi C.K., Yoo S. W., Combined use of multiple improvement techniques in degenerated shell element. CS, 39, 5, 1991, str. 557-569
[334] Gilewski W., Gomuliński A., Physical shape functions in finite element analysis of moderately thick plates. IJNME, 32, 1991, str. 1115-1135
[335] Gilewski W., Radwańska M., A survey of finite element models for the analysis of moderately thick shells. FEAD, 9, 1991, str. 1-21
[336] Kbebari H., Cassell A.C., Non-conforming modes stabilization of a nine-node stress-resultant degenerated shell element with drilling freedom. CS, 40, 3, 1991, str. 569-580
[337] Kreja I., Cywiński Z., Degenerated isoparametric finite elements in nonlinear analysis of 2D-problems. CS, 41, 5, 1991, str. 1029-1040
[338] Parish H., An investigation of a finite rotation four node assumed strain shell element. IJNME, 31, 1991, str. 127-150
[339] Peseux B., Dubigeon S., Equivalent homogeneous finite element for composite materials via Reissner principle. Part I: Finite element for plates. IJNME, 31, 1991, str. 1477-1495
[340] Peseux B., Dubigeon S., Equivalent homogeneous finite element for composite materials via Reissner principle. Part II: Finite element for shells. IJNME, 31, 1991, str. 1497-1509
[341] Pinsky P.M., Jasti R.V., On the use of Lagrange multiplier compatible modes for controlling accuracy and stability of mixed shell finite elements. CMAME, 85, 1991, str. 151-182
[342] Rakowski J., A critical analysis of quadratic beam finite elements. IJNME, 31, 1991, str. 949-966
[343] Sze K.Y., Chow C.L., A mixed formulation of a four-node Mindlin shell/plate with interpolated covariant transverse shear strains. CS, 40, 3, 1991, str. 775-784
[344] Shi G., Voyiadjis Z., Simple and efficient shear flexible two-node arch/beam and four-node cylindrical shell/plate finite elements. IJNME, 31, 1991, str. 759-776
[345] Tessler A., A higher-order plate theory with ideal finite element suitability. CMAME, 85, 1991, str. 183-205
[346] Tessler A., Saether E., A computationally viable higher-order theory for Iaminated composite plates. IJNME, 31, 1991, str. 1069-1086
[347] Tseng Y.P., Wu T.C., Partial hybrid stress method applied to the higher-order laminated plates theory. CS, 41, 2, 1991, str. 313-323
[348] Weissman S.L., Taylor R.L., Four-node axisymmetric element based upon the Hellinger-Reissner functional. CMAME, 85, 1991, str. 39-55
[349] Yamada T., Kikuchi F., Wada A., A 9-node mixed shell element based on the Hu-Washizu principle. CM, 7, 1991, str. 149-171
[350] Yeom C.H., Lee S.W., On the strain assumption in a finite element model for plates and shells. IJNME, 31, 1991, str. 287-305
[351] Aminpour M.A., An assumed-stress hybrid 4-node shell element with drilling degrees of freedom IJNME, 33, 1992, str. 19-38
[352] Amnipour M.A., Direct formulation of a hybrid 4-node shell element with drilling degrees of freedom. IJNME, 35, 1992, str. 997-1013
[353] Basar Y., Ding Y., Kratzig W.B., Finite-rotation shell element via mixed formulation. CM, 10, 1992, str. 289-306
[354] Batoz J.L., Katili I., On a simple triangular Reissner/Mindlin plate element based on incompatible modes and discrete constraints. IJNME, 35, 1992, str. 1603-1632
[355] Belytschko T., Wong B.L., Chiang H.Y., Advances in one-point quadrature shell element. CMAME, 96, 1992, str. 93-103
[356] Boisse P., Danel J.L., Gelln J.C., A simple isoparametric three-node shell finite element. CS, 44, 1992, str. 1263-1273
[357] Briassoulis D., The C-0 structural finite elements reformulated. IJNME, 35, 1992, str. 541-561
[358] Buechter N., Ramm E., Shell theory versus degeneration - a comparison in large rotation finite element analysis. IJNME, 34, 1992, str. 39-59
[359] Chróścielewski J., Makowski J., Stumpf H., Genuinely resultant shell finite elements accounting for geometric and material non-linearity. IJNME, 35, 1992, str. 63-94
[360] Duran R., Liberman E., On mixed finite element methods for the Reissner-Mindlin plate model. Math. Comput., 58, 1992, str. 561-573
[361] Fish J., Belytschko T., Stabilized rapidly convergent 18-degrees-of-freedom flat shell triangular element. IJNME, 33, 1992, str. 149-162
[362] Jendele L., Chan A.H.C., Phillips D.V., On the rank deficiency of Ahmad's degenerated shell element. EC, 9, 1992, str. 635-648
[363] Kabir H.R.H., A shear locking free isoparametric three-node triangular finite element for moderately thick and thin plates. IJNME, 35, 1992, str. 503-519
[364] Kebari H., Cassell A.C., A stabilized 9-node non-linear shall element. IJNME, 35, 1992, str. 37-61
[365] Kim S.H., Choi C.K., Improvement of quadratic finite element for Mindlin plate bending. IJNME, 34, 1992, str. 197-208
[366] Liao M.L., Jing H.S., Hwang M., Improvements on the higher order plate element with partial hybrid stress model. CS, 42, 1, 1992, str. 45-51
[367] Onate E., Zienkiewicz O.C., Suarez B., Taylor R.L., A general methodology for deriving shear constrained Reissner-Mindlin plate elements. IJNME, 33, 1992, str. 345-367
[368] Peng X., Crisfield A., A consistent co-rotational formulation for shells using the constant stress/constant moment triangle. IJNME, 35, 1992, str. 1829-1847
[369] Sacco E., Reddy J.N., On first- and second-order moderate rotation theories of laminated plates. IJNME, 33, 1992, str. 1-17
[370] Simo J.C., Rifai M.S., Fox D.D., On a stress resultant geometrically exact shell model. Part VI: Conserving algorithms for non-linear dynamics. IJNME, 34, 1992, str. 117-164
[371] Vlechoutsis S., Shear correction factors for plates and shells. IJNME, 33, 1992, str. 1537-1552
[372] Vu-Quoc L., On a highly robust spurious-mode filtering method for uniformly reduced-integrated shell elements. IJNME, 34, 1992, str. 209-220
[373] Weissman S.L., Taylor R.L., Mixed formulations for plate bending elements. CMAME, 94, 1992, str. 391-427
[374] Yuqiu L., Fei X., A universal method for including shear deformation in thin plate elements. IJNME, 34, 1992, str. 171-177
[375] Zhang Z., A note on the hybrid-mixed C-0 curved beam elements. CMAME, 95, 1992, str. 243-252
[376] Zhongnian X., A thick-thin triangular plate element. IJNME, 33, 1992, str. 963-973
[377] Andelfinger U., Ramm E., EAS-elements for two-dimensional, three-dimensional, plate and shell structures and their equivalence to HR-elements. IJNME, 36, 1993, str. 1311-1337
[378] Bernadou M., C-1-curved finite elements with numerical integration for thin plate and thin shell problems. Part 1: Construction and interpolation properties of curved C-1 finite elements. CMAME, 102, 1993, str. 255-289
[379] Bemadou M., C-1-curved finite elements with numerical integration for thin plate and thin shell problems. Part 2: Approximation of thin plate and thin shell problems. CMAME, 102, 1993, str. 389-421
[380] Belytschko T., Bindeman L.P., Assumed strain stabilization of the eight node hexahedral element. CMAME, 105, 1993, str. 225-260
[381] Briassoulis D., The. performance of a reformulated four-node plate bending element in moderately thick to very thin plate applications. CS, 47, 1, 1993, str. 125-141
[382] Bucalem M.L., Higher-order MITC general shall elements. IJNME, 36, 1993, str. 3729-3754
[383] Cook R.D., Further development of a three-node triangular shell element. IJNME, 36, 1993, str. 1413-1425
[384] Crivelli L.A et all., A three-dimensional non-linear Timoshenko beam based on the core-congruental formulation. IJNME, 36, 1993, str. 3647-3673
[385] Dong Y.F., Wu C.C., Texteira de Freitas J.A., The hybrid stress model for Mindlin-Reissner plates based on a stress optimization condition. CS, 46,5, 1 993, str. 877-897
[386] Friedman Z., Kosmatka J., An improved two-node Timoshenko beam element. CS, 47, 1993, str. 473-481
[387] Gmur T.C., Schorderet A.M., A set of three-dimensional solid to shell transition elements for structural dynamics. CS, 46, 4, 1993, str. 583-591
[388] Karakostas C., Talaslidis D., Triangular C-0 bending elements based on the Hu-Washizu principle and orthogonality conditions. IJNME, 36, 1993, str. 181-200
[389] Katili I., A new discrete Kirchhoff-Mindlin element based on Mindlin-Reissner plate theory and assumed strain fields. Part I: an extended DKT element for thick plate bending analysis. Part II: an extended DKQ element for thick plate bending analysis. IJNME, 36, 1993, str. 1859-1883, 36, 193, str. 1885-1908
[390] Kratzig W.B., "Best" transverse shearing and stretching shell theory for nonlinear finite element simulations. CMAME, 103, 1993, str. 135-160
[391] Lee P.G., Sin H.C., Locking-free straight beam element based on curvature. Comm. Num. Meth. Eng., 9, 1993, str. 1005-1011
[392] Lee Y.L., Lee B.C., Derivation of stabilization matrices for Mindlin plates from the combined mixed functional and their mathematical characteristics. CS, 46, 1, 1993, str. 21-32
[393] Prathap G., Shashirekha B.R., Variationally correct assumed strain field for the simple curved beam element. CS, 47, 1993, str. 1071-1073
[394] Simo J.C., On a stress resultant geometrically exact shell model. Part VII: Shell intersections with 5/6-DOF finite element formulations. CMAME, 108, 1993, str. 319-339
[395] Talaslidis D., Wempner G.A., The linear isoparametric triangular element: Theory and application. CMAME, 103, 1993, str. 375-397
[396] Taylor R.L., Auricchio F., Linked interpolation for Reissner-Mindlin plate elements. Part II. A simple triangle. IJNME, 36, 1993, str. 3057-3066
[397] Zhong Z.H., A bilinear shell element with the cross-reduced integration technique. IJNME, 36, 1993, str. 611-625
[398] Argyris J.H., Tenek L., Linear and geometrical nonlinear bending of Isotropic and multilayered composite plates by the natural mode method. CMAME, 113, 1994, str. 207-251
[399] Belytschko T., Leviathan I., Physical stabilization of the 4-node shell element with one point quadrature. CMAME, 113, 1994, 321-350
[400] Belytschko T., Leviathan I., Projection schemes for one-point quadrature shell elements. CMAME, 115, 1994, str. 277-286
[401] Cook R.D., Four-node "flat" shell element: drilling degrees of freedom, membrane-bending coupling, warped geometry, and behavior. CS, 50, 1994, str. 549-555
[402] Eisenberger M., Derivation of shape functions for an exact 4-DOF Timoshenko beam element. Comm. Numer. Meth. Eng., 10, 1994, str. 673-681
[403] Hueck U., Reddy B.D., Wriggers P., On the stabilization of the rectangular 4-node quadrilateral element. Comm. Num. Meth. Eng., 10, 1994, str. 555-563
[404] Jiang L., Chernuka M.W., A simple four-noded corotational formulation for shell element for arbitrary large rotation. CS, 53, 1994, str. 1123-1132
[405] Kabir H.R.H., A shear-locking free robust isoparametric three-node triangular element for general shells. CS, 51, 1994, str. 425-436
[406] Kang W., Pilkey W.D., The exact frequency-dependent stiffness and mass matrices of a general beam element with axial force and elastic foundations. Int. J. Analyt. Experim. Modal Anal., 9, 1994, str. 217-225
[407] Lee P.G., Sin H.C., Locking-free curved beam element based on curvature. IJNME, 37, 1994, str. 989-1007
[408] Liu H., Dirr B., Popp K., Comparison of some shell elements. CS, 53, 1994, str. 357-361
[409] Liu W.K., Hu Y.K., Belytschko T., Multiple quadrature underintegrated finite elements. IJNME, 37, 1994, str. 3263-3289
[410] Onate E., Zarate F., Flores F., A simple triangular element for thick and thin plate and shell analysis. IJNME, 37, 1994, str. 2565-2582
[411] Reddy B.D., Wriggers P., On the stabilization of the rectangular 4-node quadrilateral element. Comm. Num. Meth. Eng., 10, 1994, str. 555-564
[412] Schramm U., Kitis L., Kang W., Pilkey W., On the shear deformation coefficient in beam theory. FEAD, 16, 1994, str. 141-162
[413] Auricchio F., Taylor R.L., A triangular thick plate finite element with an exact thin limit. FEAD, 19, 1995, str. 57-68
[414] Betsch P., Stein E., An assumed strain approach avoiding artificial thickness straining for a nonlinear 4-node shell element. Comm. Appl. Numer. Methods, 11, 1995, str. 899-909
[415] Chinosi C., Shell elements as a coupling of plate and drill elements. CS, 57, 1995, str. 893-902
[416] Choi J.K., Lim J.K., General curved beam elements based on the assumed strain fields. CS, 55, 1995, str. 379-386
[417] Crisfield M.A., Moita G.F., Jelenic G., Lyons L.P.R., Enhanced-lower-order element formulation for large strains. CM, 17, 1995, str. 62-73
[418] Parish H., A continuum-based shell theory for non-linear applications. IJNME, 38, 1995, str. 1855-1883
[419] Park H., Cho C., Lee S.W., An efficient assumed strain element model with six DOF per node for geometrically non-linear shells. IJNME, 38, 1995, str. 4101-4122
[420] Pilkey W.D., Kang W., Schramm U., New structural matrices for a beam element with shear deformations. FEAD, 19, 1995, str. 25-44
[421] Stolarski H., Belytschko T., Lee S.H., A review of shell finite elements and corotational theories. Comput. Mech. Adv., 2, 1995, str. 125-212
[422] Zhang J.W., Kratzig W.B., A simple four-node quadrilateral finite element for plates. FEAD, 19, 1995, str. 195-207
[423] Betch P., Stein E., A nonlinear extensible 4-node shell element based on continuum theory and assumed strain interpolation. J Nonlinear. Sci., 6, 1996, str. 160-199
[424] Briassoulis D., The four-node C-0 shell element reformulated. IJNME, 39, 1996, str. 2417-2455
[425] Ganapathi M., Polit O., Touratier M., A C-0 eight-node membrane-shear-bending element for geometrically non-linear (static and dynamic) analysis of laminates. IJNME, 39, 1996, str. 3453-3474
[426] Hueck U., Wriggers P., A formulation for the 4-node quadrilateral element. IJNME, 39, 1996, str. 3007-3037
[427] Pilkey W.O., Kang W., Exact stiffness matrix for a beam element with axial force and shear deformation. FEAD, 22, 1996, str. 1-13
[428] Pitkaranta J., Suri M., Design principles and error analysis of reduced-shear plate-bending finite elements. Numer. Math., 75, 1996, str. 223-266
[429] Poulsen P.N., Damkilde L., A flat triangular shell element with loof nodes. IJNME, 39, 1996, str. 3867-3887
[430] Ryu H.S., Sin H.S., A 2-node strain based curved beam element. Trans. JSME, 18, 1996, str. 2540-2545
[431] Zhu Y., Zacharia T., A new one-point quadrature, quadrilateral shell element with drilling degrees of freedom. CMAME, 136, 1996, str. 195-217
[432] Ziyaeifar M., Elwi A.E., Degenerated plate-shell elements with refined transverse shearstrains. CS, 57, 1996, str. 1079-1091
[433] Alaylioglu H., Alaylioglu A., A practicable and highly accurate flat shell hybrid element for engineering application on PC. CS, 63 1997, str. 915-925
[434] Arnold D.N., Brezzi F., Locking-free finite element methods for shells. Math. Comp., 66, 1997, str. 1-14
[435] Arnold D.N., Falk R.S., Analysis of a linear-linear finite element for the Reissner-Mindlin plate model. Math. Models Meth. Appl. Sci., 7, 1997, str. 217-238
[436] Bishoff M., Ramm E., Shear deformation elements for large strains and rotation. IJNME, 40, 1997, str. 4427-4449
[437] Bucalem M., Bathe K.J., Finite element analysis of shell structures. Arch. Comput. Meth. Eng., 4, 1997
[438] Iosilevich A., Bathe K.J., Brezzi F., On evaluation the inf-sup condition for plate bending elements. IJNME, 40, 1997, str. 3639-3663
[439] Kant T., Khare R.K., A higher-order facet quadrilateral composite shell element. IJNME, 40, 1997, str. 4477-4499
[440] Knight Jr. N.F., The Raasch challenge for shell elements. AlAA J., 35, 1997, str. 375-381
[441] Korelc J., Wriggers P., Improved enhanced strain four-node element with Taylor expansion of the shape functions. IJNME, 40, 1997, str. 407-421
[442] Kulla P.H., High prec ision finite elements. FEAD, 26, 1997, str. 97-114
[443] Li M., The finite deformation theory for beam, plate and shell. Part I. The two-dimensional beam theory. CMAME, 146, 1997, str. 53-63
[444] Litewka P., Rakowski J., An efficient curved beam finite element. IJNME. 40, 1997, str. 2629-2652
[445] Martins R.A.F., Sabino J., A simple and efficient triangular finite element for plate bending. EC, 14, 8, 1997, str. 883-889
[446] Reddy J.N., On locking-free shear deformable beam elements. CMAME, 149, 1997, str. 113-132
[447] Sengupta O., Dasgupta S., Static and dynamic applications of a five noded horizontally curved beam element with shear deformation. IJNME, 40, 1997, str. 1801-1819
[448] Shabana A.A., Christensen A.P., Three-dimensional absolute nodal co-ordinate formulation: plate problem. IJNME, 40, 1997, str. 2775-2790
[449] Sze K.Y., Zhu D., Chen D.P., Quadratic triangular C-0 plate bending element. IJNME, 40, 1997, str. 937-951
[450] Yong-Woo K., Reduced minimization of product and non-product type in Mindlin plate elements. IJNME, 40, 1997, str. 3117-3139
[451] Ayad R., Dhatt G., Batoz J.L., A new hybrid-mixed variational approach for Reissner-Mindlin plates. The MISP model. IJNME, 42, 1998, str. 1149-1179
[452] Behdinan K., Stylianou M.C., Tabarrok B., Co-rotational dynamic analysis of flexible beams. CMAME, 154, 1998, str. 151-161
[453] Chapelle D., Bathe K.J., Fundamental considerations for the finite element analysis of shell structures. CS, 66, 1998, str. 19-36
[454] Chapelle D., Stanberg R., Stabilized finite element formulations for shells in a bending dominated state. SIAM J. Num. Anal., 36, 1998, str. 32-73
[455] Friedman Z., Kosmatka J.B., An accurate two-node finite element for shear deformable curved beams. IJNME, 41, 1998, str. 473-498
[456] Kemp B.L., Cho C., Lee S.W., A four-node solid shell element formulation with assumed strain. IJNME, 43, 1998, str. 909-924
[457] Kim J.G., Kim Y.Y., A new higher-order hybrid-mixed curved beam element. IJNME, 43, 1998, str. 925-940
[458] Litewka P., Rakowski J., The exact thick arch finite element. CS, 68, 1998, str. 369-379
[459] Liu M.L., To C.W.S., A further study of hybrid strain-based three-node flat triangularshell element. FEAD, 31, 1998, str. 135-152
[460] Lo S.H., Lee C.K., On constructing accurate recovered stress fields for the finite element solution of Reissner-Mindlin plate bending problems. CMAME, 160, 1998, str. 175-191
[461] Lovadina C., Analysis of a mixed finite element method for the Reissner-Mindlin problems. CMAME, 163, 1998, str. 71-85
[462] MacNeal R.H., Perspective on finite elements for shell analysis. FEAD, 30, 1998, str. 175-186
[463] MacNeal R.H., Wilson C.T., Harder R.L., Hoff C.C., The treatment of shell normals in finite element analysis. FEAED, 30, 1998, str. 235-242
[464] Mohr G.A., Improving an accurate thin plate element. CMAME, 166, 1998, str. 341-348
[465] Morley L.S.D., Unique decomposition of element stiffness numeric matrices for three-noded plate bending triangles. IJNME, 43, 1998, str. 441-477
[466] Sadek E.A., Some serendipity finite elements for the analysis of laminated plates. CS, 69, 1998, str. 37-51
[467] Singh G., Raju K.K., Rao G.V., A new lock-free, material finite clement for flexure of moderately thick rectangular composite plates. CS, 69, 1998, str. 609-623
[468] Sze K.Y., Zhu D., A simple assumed strain method for enhancing the accuracy of the cubic triangular C-0 plate bending element. FEAD, 29, 1998, str. 21-33
[469] Sze K.Y., Zhu D., Assumed strain and hybrid destabilized ten-node C-0 triangular shell elements. CM, 21, 1998, str. 161-171
[470] To C.W.S., Wang B., Hybrid strain-based flat triangular laminated composite shell elements. FEAD, 28, 1998, str. 177-207
[471] Vermeulen A.H., Heppler G.R., Predicting and avoiding shear locking in beam vibration problems using B-spline field approximation method. CMAME, 158, 1998, str. 311-327
[472] Yunhua L., Explanation and elimination of shear locking and membrane locking with field consistence approach. CMAME, 162, 1998, str. 249-269
[473] Zeng Q., Combescure A., A new one-point quadrature general non-linear quadrilateral shell element with physical stabilization. IJNME, 42, 1998, str. 1307-1338
[474] Actis R.L., Szabo B.A., Schwab C., Hierarchic models for laminated plates and shells. CMAME, 172, 1999, str. 79-107
[475] Auricchio F., Sacco E., A mixed-enhanced finite-element for the analysis of laminated composite plates. IJNME, 44, 1999, str. 1481-1504
[476] Chinosi C., Lovadina C., Remarks on partial selective reduced integration method for Reissner-Mindlin plate problem. CS, 73, 1999, str. 73-78
[477] Choi G.K., Park Y.M., Quadratic NMS Mindlin-plate-bending element. IJNME, 46, 1999, str. 1273-1289
[478] Duan M., Miyamoto Y., Iwasaki S., Deto H., 5-node hybrid/mixed finite element for Reissner-Mindlin plate. FEAD, 33, 1999, str. 167-185
[479] Falk R.S., Tong T., Locking free finite elements for the Reissner-Mindlin plate. Math. Comput., 69, 1999, str. 911-928
[480] Felippa C.A., Militello C., Construction of optimal 3-node plate bending triangles by templates. CM, 24, 1999, str. 1-13
[481] Ganapathi M., Patel B.P., Saravanan J., Touratier M., Shear flexible curved spline beam element for static analysis. FEAD, 32, 1999, str. 181-202
[482] Kikuchi F., Ishii K., An improved 4-node quadrilateral plate bending element of the Reissner-Mindlin type. CM, 23, 1999, 240-249
[483] Masud A., Panahandeh M., A finite element formulation for the analysis of laminated composites. ASCE Journ. Engng. Mechanics, 125, 1999, str. 1115-1124
[484] Patel B.P., Ganapathi M., Saravanan J., Shear flexible field-consistent curved spline beam element for vibration analysis. IJNME, 46, 1999, str. 387-407
[485] Raghuram P.V., Murthy A.V.K., A high precision coupled bending-extension triangular finite element for laminated plates. CS, 72, 1999, str. 763-777
[486] Raveendranath P., Singh G., Pradhan B., A two-noded locking -free shear flexible curved beam element. IJNME. 44, 1999, str. 265-280
[487] Reddy J.N., On the dynamic behavior of the Timoshenko beam finite elements. J. Indian Academy Sci., 24, 1999, str. 175-198
[488] Soh A.K., Long Z.F., Cen S., A new nine DOF triangular element for the analysis of thick and thin plates. CM, 24, 1999, str. 408-417
[489] Subramanian P., Finite element analysis of thick homogeneous plates. CS, 71, 1999, str. 469-480
[490] Sze K.Y., Zbu D., A quadratic assumed natural strain curved triangular shell element. CMAME, 174, 1999, str. 57-71
[491] Yang Y.B., Chang J.T., Yau J.D., A simple nonlinear triangular plate element and strategies of computation for nonlinear analysis. CMAME, 178, 1999, str. 307-321
[492] Yunhua L., Eriksson A., An alternative assumed strain method. CMAME, 178, 1999, str. 23-37
[493] Argyris J.H., Papadrakakis M., Apostolopoulou C., Koutsourelakis S., The TRIC shell element: theoretical and numerical investigation. CMAME, 182, 2000, str. 217-245
[494] Brank B., Carrera E., A family of shear-deformable shell finite elements for composite structures. CS, 76,2000, str. 287-297
[495] Brank B., Carrera E., Multilayered shell finite element with interlaminar continuous shear stresses: a refinement of the Reissner-Mindlin formulation. IJNME, 48, 2000, str. 843-874
[496] Batoz J.L., Ham.madi F., Zheng C., Zhong W., On the linear analysis of plates and shells using a new 16 degrees of freedom flat shell element. CS, 78, 2000, str. 11-20
[497] Bathe K.J., Iosilevich A., Chapelle D., An inf-sup test for shell elements. CS, 75, 2000, str. 439-456
[498] Bathe K.J., Iosilevich A., Chapelle D., An evaluation of the MITC shell elements. CS, 75, 2000, str. 1-30
[499] Bletzinger K.U., Bischoff M., Ramm E., A unified approach for shear-locking-free triangular and rectangular shell finite elements. CS, 75, 2000, str. 321-334
[500] Bucalem M.L., Da Nobrega S.H.S., A mixed formulation for general triangular isoparametric shell elements based on the degenerated solid approach. CS, 78, 2000, str. 35-44
[501] Cheung Y.K., Zhou D., Vibrations of moderately thick rectangular plates in terms of a set of static Timoshenko beam functions. CS, 78, 2000, str. 757-768
[502] Doll S., Schweizerhof K., Hauptman R., Freischlager C., On volumetric locking of low-order solid and solid-shell elements for finite elastoviscoplastic deformations and selective reduced integration. EC, 17, 7, 2000, str. 874-902
[503] El-Abbasi N., Meguid S.A., A new shell element accounting for through-thickness deformation. CMAME, 189,2000, str. 841-862
[504] Freund J., Salonen E.M., Sensiting according to Courant the Timoshenko bean finite element solution. IJNME, 47, 2000, str. 1621-1631
[505] Guo Y., Ortiz M., Belytschko T., Rapetto E.A., Triangular composite finite elements. IJNME, 47, 2000, str. 287-316
[506] Jou J., Yang S.Y., Least-squares finite element approximation to the Timoshenko beam problem. Appl. Math. Comput. 115, 2000, str. 63-75
[507] Kim J.H., Kim Y.H., Lee S.W., An assumed strain formulation of efficient solid triangular element for general shell analysis. IJNME, 4 7, 2000, str. 1481-1497
[508] Li M. Zhan F., The finite deformation theory for beam, plate and shell. Part IV. The FE formulation of Mindlin plate and shell based on Green-Lagrangian strain. CMAME, 182, 2000, str. 187-203
[509] Liu J., Riggs H.R., Tessler A., A four-node, shear-deformable shell element developed via explicit Kirchhoff constraints. IJNME, 49, 2000, str. 1065-1086
[510] Onate E., Zarate F., Rotation-free triangular plate and shell elements. IJNME, 47, 2000, str. 557-603
[511] Oral S., A Mindlin plate finite element with semi-analytical shape design sensitivities. CS, 78, 2000, str. 467-472
[512] Pereira E.M.B.R., Freitas J.A.T., Numerical implementation of a hybrid-mixed finite element model for Reissner-Mindlin plates. CS, 74, 2000, str. 323-334
[513] Piltner R., Taylor R.L., Triangular finite elements with rotational degrees of freedom and enhanced strain modes. CS, 75, 2000, str. 361-368
[514] Rakowski J., Litewka P., An efficient 3D curved beam finite element. Comp. Ass. Mech. Eng. Sci., 7, 2000, str. 707-716
[515] Sadek E. A., Tawfik S.A., A finite element model for the analysis of stiffened laminated plates. CS, 75, 2000, str. 369-383
[516] Singh G., Reveendranath P., Vekateswara Rao G., An accurate four-node shear flexible composite plate element. IJNME, 47, 2000, str. 1605-1620
[517] Sydenstricker R.M., Landau L., A study of some triangular discrete Reissner-Mindlin plate and shell element. CS, 78, 2000, str. 21-33
[518] Wanji C., Cheung Y.K., Refined quadrilateral element based on Mindlin!Reissner plate theory. IJNME, 47, 2000, str. 605-627
[519] Yang H.T.Y., Saigal S., Masud A., Kapania R.K., A survey of recent shell finite elements. IJNME, 47, 2000, str. 101-127
[520] Zhang Y.X., Cheung Y.K., Chen W.J., Two refined non-conforming quadrilateral flat shell element. IJNME, 49, 2000, str. 355-382
[521] Aifano G., Auricchio F., Rosati L., Sacco E., MITC finite elements for laminated composite plates. IJNME, 50, 2001, str. 707-738
[522] A.uricchio F., Lovadina C., Analysis of kinematic linked interpolation methods for Reissner-Mindlin plate problems. CMAME, 190, 2001, str. 2465-2482
[523] Ayad R., Rigolot A., Talbi N., An improved three-node hybrid-mixed element for Mindlin/Reissner plates. IJNME, 51, 2001, str. 919-942
[524] Ayoub A., A two-field mixed variational principle for partially connected composite beams. FEAD, 37, 2001, str. 929-959
[525] Batoz J.L., Zheng C.L., Hammadi F., Formulation and evaluation of new triangular, quadrilateral, pentagonal and hexagonal discrete Kirchhoff plate/shell elements. IJNME, 52, 2001, str. 615-630
[526] Duan H.Y., Liang G.P., Analysis of some stabilized low-order mixed finite element methods for Reissner-Mindlin plates. CMAME, 191, 2001, str. 157-179
[527] Hong W.I., Kim Y.H., Lee S.W., An assumed strain triangular solid shell element with bubble function displacements for analysis of plates and shells. IJNME, 52, 2001, str. 455-469
[528] Huo-Yuan D., Guo-Ping L., Analysis of some stabilized low-order mixed finite element methods for Reissner-Mindlin plates. CMAME, 191, 2001, str. 157-179
[529] Levy R., Gal E., Geometrically nonlinear three-noded flat triangular shell element. CS, 79, 2001, str. 2349-2355
[530] Lin W.Y., Hsiao K.M., Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams. CMAME, 190, 2001, str. 6023-6052
[531] Malinen M., On the classical shell model underlying bilinear degenerated shell finite elements. IJNME, 52, 2001, str. 389-416
[532] Mukherjee S., Reddy J.N., Krishnamoorty C.S., Convergence properties and derivative extraction of super-convergent Timoshenko beam element. CMAME, 190, 2001, str. 3475-3500
[533] Manet V., Han W.S., Vautrin A., Hybrid finite elements for the computation of sandwich plates. IJNME, 50,2001, str. 467-486
[534] Raveendranath P., Singh G., Venkateswara Rao G., A three-noded shear-flexible curved beam element based on coupled displacement field interpolations. IJNME, 51, 2001, str. 85-101
[535] Piltner R., Joseph D.S., An accurate low order plate bending element with thickness change and enhanced strains. CM, 27, 2001, str. 353-359
[536] Preusch K., Bruhns 0., Advantages of the p-version of the FEM for a linear Naghdi shell element. Z. Angew. Math. Mech., 2001, str. 885-886
[537] Sze K.Y., Chan W.K.,-A-six-node pentagonal assumed natural stram solid-shell element. FEAD, 37, 2001, str. 639-655
[538] Wanji C., Cheung Y.K., Refined 9-Dof triangular Mindlin plate elements. IJNME, 51, 2001, str. 1259-1281
[539] Battini J.M., Pacoste C., Co-rotational beam elements with wraping effects in instability problems. CMAME, 191, 2002, str. 1755-1789
[540] Bilotta A., Casciaro R., Assumed stress formulation of high order quadrilateral elements with an improved in-plane bending behavior. CMAME, 191, 2002, str. 1523-1540
[541] Brank B., Korelc J., lbrahimbegovic A., Nonlinear shell problem formulation accounting for through-the-thickness stretching and its finite element interpolation, CS, 80, 2002, str. 699-717
[542] Cai L., Rong T., Chen D., Generalized mixed variational methods for Reissner plate and its applications. CM, 30, 2002, str. 29-37
[543] Cen S., Long Y., Yao Z., A new hybrid-enhanced displacement-based element for the analysis of laminated composite plates. CS, 80, 2002, str. 819-833
[544] Cesar de Sa J.M.A., Natal Jorge R.M., Fontes Valente R.A., Areias P.M.A., Development of shear locking-free shell elements using an enhanced assumed strain formulation. IJNME, 53, 2002, str. 1721-1750
[545] Huo-Yuan D., Guo-Ping L., An improved Reissner-Mindlin triangular element. CMAME, 191, 2002, str. 2223-2234
[546] Kim J.H., Kim Y.H., Three-node macro triangular shell element based on the assumed natural strains. CM, 29, 2002, str. 441-458
[547] Kulikov G.M., Plotnikova S.V., Simple and effective elements based upon Timoshenko-Mindlin shell theory. CMAME, 191, 2002, 1173-1187
[548] Massin P., Al Mikdad M., Nine node and seven node thick shell elements with large displacements and rotations. CS, 80, 9/10, 2002, str. 835-847
[549] Park J.W., Kim Y.H., Re-analysis procedure for laminated plates using FSDT finite element model. CM, 29, 2002, str. 226-242
[550] Pittner R., Low order plate bending elements with enhanced strains. CS, 80, 9/10, 2002, str. 849-856
[551] Sheng H.Y., Ye J.Q., A state space finite element for laminated composite plates. CMAME, 191, 37-38, 2002, str. 4259-4276
[552] Thompson L.L., Thangavelu S.R., A stabilized MITC element for accurate wave response in Reissner-Mindlin plates. CS, 80, 9/10, 2002, str. 769-789
[553) Bathe K.J., Chapelle D., Lee P.S., A shell problem "highly sensitive" to thickness changes. IJNME, 57, 2003, str. 1039-1052
[554] Bathe K.J., Lee P.S., Hiller J.F., Towards improving the MITC9 shell element. CS, 81, 8-11, 2003, str. 477-489
[555] Brezzi F., Marini L.D., A nonconforming element for Reissner-Mindlin plate. CS, 81, 2003, str. 515-522
[556] Choi C.K., Lee T.Y., Efficient remedy for membrane locking of 4-node flat shell elements by non-conforming modes. CMAME, 192, 2003, str. 1961-1971
[557] Duan H.Y., Liang G.P., Mixed and nonconforming finite element approximations of Reissner-Mindlin plates. CMAME, 192, 2003, str. 5265-5281
[558] Eisenberger M., An exact high order beam element. CS, 81, 2003, str. 147-152
[559] Erguven M.E., Gedikli A., A mixed finite element formulation for Timoshenko-beam on Winkler foundation. CM, 31, 2003, str. 229-237
[560] Felippa C.A., A study of optimal membrane triangles with drilling freedoms. CMAME, 192, 2003, str. 2125-2168
[561] Fontes Valente R.A., Natal Jorge R.M., Cardoso R.P.R., Cesar de Sa J.M.A., Gracio J.J.A., On the use of an enhanced transverse shear strain shell element for problems involving large rotations. CM, 30, 2003, str. 286-296
[562] Kim K.D., Lomboy G.R., Han S.C., A co-rotational 8-node assumed strain shell element for postbuckling analysis of laminated composite plates and shells. CM, 30, 2003, str. 330-342
[563] Park J.W., Lee K.C., Kim Y.H., Comparative study of finite element based response evaluation methods for laminated plates. CM, 32, 2003, str. 115-133
[564] Pitkaranta J., Mathematical and historical reflections on the lowest-order finite element for thin structures. CS, 81, 2003, str. 895-909
[565] Rattanawangcharoen N., Bai H., Shah A.H., A 30 culindrical finite element model for thick curved beam stress analysis. IJNME, 59, 2003, str. 511-531
[566] Rong T.Y., Lu A.Q., Generalized mixed variational principles and solution of ill-conditioned problems in computational mechanics. Part II: Shear locking. CMAME, 192, 2003, str. 4981-5000
[567] Sheikh A.H., Chakrabarti A., A new plate bending element based on higher-order shear deformation theory for the analysis of composite plates. FEAD, 39, 9, 2003, str. 883-903
[568] Taylor R.L., Filippou F.C., Sarites A., Auricchio F., A mixed finite element method for a beam and frame problems. CM, 31, 2003, str. 192-203
[569] Thompson L.L., On optimal stabilized MITC4 plate bending elements for accurate frequency response analysis. CS, 81, 8-11, 2003, str. 995-1008
[570] Zengjie G., Wanji C., Refined triangular discrete Mindlin flat shell elements. CM, 33, 2003, str. 52-60
[571] Bischoff M., Bletzinger K.U., Improving stability and accuracy of Reissner-Mindlin plate finite elements via algebraic subgrid scale stabilization. CMAME, 193, 2004, 1517-1528
[572] Boroomand B., Ghaffarian M., Zienkiewicz O.C., On application of two superconvergent recovery procedures to plate problems. IJNME, 61, 2004, str. 1644-1673
[573] Chakrabarti A., Sheikh A.H., A new triangular element to model inter-laminar shear stress continuous plate theory. IJNME, 60, 2004, str. 1237-1257
[574] Chakrabarti A., Sheikh A. H., Behavior of laminated sandwich plates having interfacial imperfections by a new refined element. CM, 34, 2004, 87-98
[575] Croce L.D., Venini P., Finite elements for functionally graded Reissner-Mindlin plates. CMAME, 193, 2004, 705-725
[576] Dall'Asta A., Zona A., Slip locking in finite elements for composite beams with deformable shear connection. FEAD, 40, 2004, 1907-1930
[577] Dall'Asta A., Zona A., Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection. FEAD, 40, 2004, str. 425-448
[578] Demiray S., Becker W., Hohe J., A triangular v. Karman type finite element for sandwich plates with transversely compressible core. CMAME, 193, 2004, 2239-2260
[579] Djoudi M.S., Bahai H., A cylindrical strain-based shell element for vibration analysis of shell structures. FEAD, 40, 2004, 1947-1961
[580] Duan M., An efficient hybrid/mixed element for geometrically nonlinear analysis of plate and shell structures. CM, 35, 2004, str. 72-84
[581] Duarte Filho L.A., Awruch A.M., Geometrically nonlinear static and dynamic analysis of shells and plates using eight-node hexahedral element with one-point quadrature. FEAD, 40, 2004, 1297-1315
[582] Fontes Valente R.A., Alves de Sousa R.J., Natal Jorge R.M., An enhanced strain 3D element for large deformation elastoplastic thin-shell applications. CM, 34, 2004, 38-52
[583] Fontes Valente R.A., Parente M.P.L., Natal Jorge R.M, Cesar de Sa J.M.A., Gracio J.J., Enhanced transverse shear strain shell formulation applied to large elasto-plastic deformation problems. IJNME, 62, 2004, str. 1360-1398
[584] Gruttmann F., Wagner W., A stabilized one-point integrated quadrilateral Reissner-Mindlin plate element. IJNME, 61, 2004, str. 2273-2295
[585] Hossain S.J., Sinaha P.K., Sheikh A. H., A finite element formulation for the analysis of laminated composite shells. CS, 82, 2004, 1623-1638
[586] Kim N.l., Yun H.T., Kim M.Y., Exact static element stiffness matrices of non-symmetric thin-walled curved beams. IJNME, 61, 2004, str. 274-302
[587] Kostovos M.D., Pavlovic M.N., Size effects in beams with small shear span-to-depth ratios. CS, 82, 2004, 143-156
[588] Kulikov G.M., Plotnikova S.V., Non-conventional non-linear two-node hybrid stress-strain curved beam elements. FEAD, 40, 2004, 1333-1359
[589] Jog C.S., Higher-order shell elements based on a Cosserat model, and their use in the topology design of structures. CMAME, 193, 2004, 2191-2220
[590] Lee P.S., Bathe K.J., Development of MITC isotropic triangular shell finite elements. CS, 82, 2004, 945-962
[591] Luo Q., Tong L., An adhesively laminated plate element for PZT smart plates. CM, 34, 2004, 224-236
[592] Miehe C., Schotte J., Anisotropic finite elestoplastic analysis of shells: simulation of earning in deep-drawing of single- and ploycristalline shetts by Taylor-type micro-to-macro transitions. CMAME, 193, 2004, 25-57
[593] Park D.W., Oh S.I., A four-node shell element with enhanced bending performance for springback analysis. CMAME, 193, 2004, 2105-2138
[594] Pimenta P.M., Campello E.M.B., Wriggers P., A fully nonlinear multi-parameter shell model with thickness variation and a triangular shell finite element. CM, 34, 2004, 181-193.
[595] Pimpinelli G., An assumed stra.in quadrilateral element with drilling degrees of freedom. FEAD, 41, 2004, str. 267-283
[596] Pontaza J.P., Reddy J.N., Mixed plate bending elements based on least-squares formulation. IJNME, 60, 2004, str. 891-922
[597] Ribeiro P., A p-version, first order shear deformation, finite element for geometrically non-linear vibration of curved beams. IJNME, 61, 2004, str. 2696-2715
[598) Ribeiro P., Non-linear forced vibrations of thin/thick beams and plates by the finite element and shooting methods. CS, 82, 2004, 1413-1423
[599] Rob H.Y., Cho M., The application of geometrically exact shell elements to B-spline surfaces. CMAME, 193, 2004, 2261-2299
[600] Wanji C., Refined 15-DOF triangular discrete degenerates shell element with high performances. IJNME, 60, 2004, str. 1817-1846
[601] Wu Y., Lai Y., Zhang X., Zhu Y., A finite beam element for analyzing shear lag and shear deformation effect in composite-laminated box girders. CS, 82, 2004, str. 763-771
[602] Zhag., Zhang N., Song Q., Di S., A 4-noded hybrid stress element with optimized stress for moderately thick and thin shallow shells. FEAD, 40, 2004, 691-709
[603] Zhang Y.X., Kim K.S., Two simple and efficient displacement-based quadrilateral elements for the analusis of composite laminated plates. IJNME, 61, 2004, str. 1771-1796
[604] Batra R.C., Aimmanee S., Vibrations of thick isotropic plates with higher order shear and normal deformable plate theories. CS, 83, 2005, str. 934-955
[605] Brank B., Nonlinear shell models with seven kinematic parameters. CMAME, 194, 2005, str. 2336-2362
[606] Gratsch T., Bathe K.J., Influence functions and goal-oriented error estimation for finite element analysis of shell structures. IJNME, 63, 2005, str. 709-736
[607] Gruttmann F., Wagner W., A linear shell element with fast stiffness computation. CMAME, 194, 2005, str. 4279-4300
[608] Han J.G., Ren W.X., Huang Y., A multivariable wavelet-based finite element method and its application to thick plates. FEAD, 41, 2005, str. 821-833
[609] Hirdaris S.E., Lee A.W., A conforming unified finite element formulation for the vibration of thick beams and frames. IJNME, 62, 2005, str. 579-599
[610] Krommer M., Dynamic shape control of sub-sections of moderately thick beams. CS, 83, 2005, str. 1330-1339
[611] Lee P.S., Bathe K.J., Insight into finite element shell discretizations by of the "basic shell mathematical model". CS, 83, 2005, str. 69-90
[612] Marur S.R., Prathap G., Non-linear beam vibration problems and simplifications in finite element models. CM, 35, 2005, str. 352-360
[613] Maunder E.A.W., Moitinho de Almeida J.P., A triangular hybrid equilibrium plate element of general degree. IJNME, 63, 2005, str. 315-350
[614] Petchsasithon A., Gosling P.D., A locking-free hexahedral element for the geometrically non-linear analysis of arbitrary shells. CM, 35, 2005, str. 94-114
[615] Pontaza J.P., Reddy J.N., Least-squares finite element formulation for shear-deformable shells. CMAME, 194, 2005, str. 2464-2493
[616] Rank E., Duster A., Nubel V., Preusch K., Bruhns O.T., High order finite elements for shells. CMAME, 194, 2005, str. 2494-2512
[617] Wu S.R., A prior error estimation of a four-node Reissner-Mindlin plate element for elasto-dynamics. CMAME, 194, 2005, str. 2257-2281
[618] Tessler A., Spangler J., A least-squares variational method for full-field reconstruction of elastic deformations in shear-deformable plates and shells. CMAME, 194, 2005, str. 327-339
[619] Wanji C., Cheung Y.K., Refined discrete quadrilateral degenerated shell element by using Timoshenko's beam function. IJNME, 63, 2005, str. 1203-1227

Typ dokumentu

Bibliografia

Identyfikator YADDA

bwmeta1.element.baztech-article-PWA5-0011-0001