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Analytical solution for beams with multipoint boundary conditions on two-parameter elastic foundations

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Języki publikacji
EN
Abstrakty
EN
An efficient analytical method is presented for the closed form solution of continuous beams on two-parameter elastic foundations. The general form of the governing equation is reduced to a system of first-order differential equations with constant coefficients. The system is then solved using Jordan form decomposition for the coefficient matrix and construction of the fundamental solution. Common types of boundary conditions (pinned and roller support, hinge connection, fixed and free end) can be applied to an arbitrary point on the beam. The method has a completely computer-oriented algorithm, computational stability, and optimal conditionality of the resultant system and is a powerful alternative to the analytical solution of beams with multipoint boundary conditions on one- or two-parameter elastic foundations. Examples with different types of loading, boundary conditions, and foundation are presented to verify the method.
Rocznik
Strony
668--677
Opis fizyczny
Bibliogr. 30 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Applied Mathematics and Computer Sciences, Moscow State University of Civil Engineering, 26, Yaroslavskoe Sh., Moscow, 129337, Russia
  • Fasa University, Daneshjou blvd, Fasa, Fars Province, Iran
autor
  • Department of Applied Mathematics and Computer Sciences, Moscow State University of Civil Engineering, 26, Yaroslavskoe Sh., Moscow, 129337, Russia
Bibliografia
  • [1] S.V. Meleshko, Methods for constructing exact solutions of partial differential equations: mathematical and analytical techniques with applications to engineering, Springer Science & Business Media, 2006.
  • [2] P.A. Akimov, V.N. Sidorov, Correct method of analytical solution of multipoint boundary problems of structural analysis for systems of ordinary differential equations with piecewise constant coefficients, Advanced Materials Research 250 (2011) 3652–3655.
  • [3] P.A. Akimov, A.M. Belostoskiy, M.L. Mozgaleva, M. Aslami, O. A. Negrozov, Correct multilevel discrete-continual finite element method of structural analysis, Advanced Materials Research 1040 (2014) 664–669.
  • [4] M. Aslami, P.A. Akimov, Wavelet-based finite element method for multilevel local plate analysis, Thin-Walled Structures 98 (2016) 392–402.
  • [5] A. Kassimali, Structural analysis, Cengage Learning, 2014.
  • [6] E.S. Melerski, Design of beams, circular plates and cylindrical tanks on elastic foundation, 2nd edition, Taylor & Francis Group, 2006.
  • [7] E. Tsudik, Analysis of Structures on Elastic Foundations, J. Ross Publishing (2012).
  • [8] L. Lin, G.G. Adams, Beam on tensionless elastic foundation, Journal of Engineering Mechanics 113 (4) (1987) 542–553.
  • [9] M.S. Kaschiev, K. Mikhajlov, A beam resting on a tensionless Winkler foundation, Computers & Structures 55 (2) (1995) 261–264.
  • [10] S. DasGupta, Axially constrained beams on elastic foundation, International Journal of Mechanical Sciences 16 (5) (1974) 305–310.
  • [11] M.R. Banan, G. Karami, M. Farshad, Finite element analysis of curved beams on elastic foundations, Computers & Structures 32 (1) (1989) 45–53.
  • [12] A.Y. Aköz, F. Kadioğlu, The mixed finite element solution of circular beam on elastic foundation, Computers & Structures 60 (4) (1996) 643–651.
  • [13] L. Borák, P. Marcián, Beams on elastic foundation using modified Betti's theorem, International Journal of Mechanical Sciences 88 (2014) 17–24.
  • [14] V.Z. Vlasov, U.N. Leont'ev, Beams, Plates and Shells on Elastic Foundations, Israel Program for Scientific Translations Ltd, Jerusalem, Israel, 1966.
  • [15] D. Basu, N.S.V. Kameswara Rao, Analytical solutions for Euler–Bernoulli beam on visco-elastic foundation subjected to moving load, International Journal for Numerical and Analytical Methods in Geomechanics 37 (8) (2013) 945–960.
  • [16] F. Zhaohua, R.D. Cook, Beam elements on two-parameter elastic foundations, Journal of Engineering Mechanics 109 (6) (1983) 1390–1402.
  • [17] D. Karamanlidis, V. Prakash, Exact transfer and stiffness matrices for a beam/column resting on a two-parameter foundation, Computer Methods in Applied Mechanics and Engineering 72 (1) (1989) 77–89.
  • [18] A.G. Razaqpur, K.R. Shah, Exact analysis of beams on two- parameter elastic foundations, International Journal of Solids and Structures 27 (4) (1991) 435–454.
  • [19] K. Morfidis, I.E. Avramidis, Formulation of a generalized beam element on a two-parameter elastic foundation with semi-rigid connections and rigid offsets, Computers & Structures 80 (25) (2002) 1919–1934.
  • [20] I.E. Avramidis, K. Morfidis, Bending of beams on three-parameter elastic foundation, International Journal of Solids and Structures 43 (2) (2006) 357–375.
  • [21] K. Morfidis, Exact matrices for beams on three-parameter elastic foundation, Computers & Structures 85 (15) (2007) 1243–1256.
  • [22] D. Dinev, Analytical solution of beam on elastic foundation by singularity functions, Engineering Mechanics 19 (6) (2012) 381–392.
  • [23] E. Winkler, Die Lehre yon der Elastizitat und Festigkeit, 141, H. Dominicus, Prague, 1867, pp. 182–184.
  • [24] P. Teodorescu, W.W. Kecs, A. Toma, Distribution Theory with Applications in Engineering and Physics, John Wiley & Sons, 2013.
  • [25] R. Piziak, P.L. Odell, Matrix theory: From generalized inverses to Jordan form, Vol. 288, CRC Press, 2007.
  • [26] S.H. Weintraub, Jordan canonical form: theory and practice, Synthesis Lectures on Mathematics and Statistics 2 (1) (2009) 1–108.
  • [27] A. Björck, Numerical Methods in Matrix Computations, Springer, 2015.
  • [28] S. Blair-Chappell, A. Stokes, Parallel Programming with Intel Parallel Studio XE, John Wiley & Sons, 2012.
  • [29] M. Metcalf, J. Reid, M. Cohen, Modern FORTRAN Explained, Oxford University Press. Inc., 2011.
  • [30] E. Madenci, I. Guven, The Finite Element Method and Applications in Engineering using ANSYS, Springer, 2015.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-86ade1a8-e8be-49db-9cfb-58c7441f867b
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