Tytuł artykułu
Autorzy
Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Konferencja
Conference on Numerical Method in Continuum Mechanics (6 ; 16-18.09.1996 ; Stará Lesná, Słowacja)
Języki publikacji
Abstrakty
We consider the numerical approximation of thin plate and shell structures. The plate model is described following the Reissner -Mindlin assumptions while the shell is described using the Naghdi formulation. It is well known that the numerical approximation with standard finite elements suffers of the so-called locking phenomenon, i. e., the numerical solution degenerates as the thickness of the structure becomes smaller. Plates exhibit shear locking and shells show both shear and membrane locking. Several techniques to avoid the numerical locking have been proposed. Here we solve the problems using a family of high order hierarchic finite elements. We present several numerical results that show the robustness of the finite elements, able to avoid in many circumstances the locking behavior.
Słowa kluczowe
Rocznik
Tom
Strony
151--160
Opis fizyczny
Biblogr. 17 poz., rys., tab., wykr.
Twórcy
autor
- Dipartimento di Matematica, Universita di Pavia, I-27100 Pavia, Italy
autor
- Dipartimento di Matematica, Universita di Pavia, I-27100 Pavia, Italy
autor
- Dipartimento di Matematica, Universita di Pavia, I-27100 Pavia, Italy
Bibliografia
- [1] I. Babuška. The p and h-p versions of the finite element method. The state of the art. In: D.L. Dwoyer, M.Y. Hussaini, R.G. Voigt, eds., Finite Elements: Theory and Application, 199-239. Springer, 1988.
- [2] I. Babuška, H.C. Elman. Performance of the h-p version of the finite element method with various elements. Int. J. Num. Methods in Eng., 36: 2503-2523, 1993.
- [3] I. Babuška, T. Scapolla. Benchmark computation and performance evaluation for a rhombic plate bending problem. Int. J. Num. Methods in Eng., 28: 155-179, 1989.
- [4] K.J. Bathe. Finite Element Procedures in Engineering Analysis. Prentice-Hall, 1982
- [5] C. Chinosi, L. Della Croce, T. Scapolla. Hierarchic finite elements for thin Naghdi shell model, Int. J. of Solids and Structures, 35: 1863-1880, 1998.
- [6] C. Chinosi, L. Della Croce, T. Scapolla. Numerical results on the locking for cylindrical shells. Computer Assisted Mechanics and Engineering Sciences, inp print, 1998.
- [7] C. Chinosi, G. Sacchi, T. Scapolla. A hierarchic family of C’ finite elements for 4*” order elliptic problems. Computational Mechanics, 8: 181-191, 1991.
- [8] L. Della Croce, T. Scapolla. High order finite elements for thin to moderately thick plates. Computational Mechanics, 10: 263-279, 1992.
- [9] L. Della Croce, T. Scapolla. Hierarchic finite elements with selective and uniform reduced integration for Reissner-Mindlin plates. Computational Mechanics, 10: 121-131, 1992.
- [10] L. Della Croce, T. Scapolla. Transverse shear strain approximation for the Reissner-Mindlin plate with high order hierarchic finite elements. Mechanics Research Communications, 20: 1-7, 1993.
- [11] R.H. MacNeal, R.L. Harder. A proposed standard set of problems to test finite element accuracy. Finite Elements in Analysis and Design, 1: 3-20, 1985.
- [12] P.M. Naghdi. The theory of shells and plates. Handbuch der Phisik, Vol. VI, 425-640. Springer, 1972.
- [13] T. Scapolla, L. Della Croce. Serendipity and bubble plus hierarchic finite elements for thin to thick plates. Computers & Structures, to appear.
- [14] A.C. Scordelis, K.S. Lo. Computer analysis in cylindrical shells. J. Am. Concr. Inst., 61: 561-593, 1964.
- [15] B. Szabó, I. Babuška. Finite Element Analysis. John Wiley, 1991.
- [16] S. Timoshenko, S. Woinowski-Krieger. Theory of Plates and Shells. McGraw Hill, 1970
- [17] O.C. Zienkiewicz, R.L. Taylor. The Finite Element Method. McGraw-Hill, Vol. I, 1989, Vol. II, 1991.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB2-0001-0118
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