A geometrical non‐linear brick element based on the EAS‐method

作者: S Klinkel , W Wagner , None

DOI: 10.1002/(SICI)1097-0207(19971230)40:24<4529::AID-NME271>3.0.CO;2-I

关键词:

摘要:

参考文章(10)
Robert D. Cook, Improved Two-Dimensional Finite Element Journal of the Structural Division. ,vol. 100, pp. 1851- 1863 ,(1974) , 10.1061/JSDEAG.0003877
U. Andelfinger, E. Ramm, EAS-elements for two-dimensional, three-dimensional, plate and shell structures and their equivalence to HR-elements International Journal for Numerical Methods in Engineering. ,vol. 36, pp. 1311- 1337 ,(1993) , 10.1002/NME.1620360805
P. Betsch, F. Gruttmann, E. Stein, A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains Computer Methods in Applied Mechanics and Engineering. ,vol. 130, pp. 57- 79 ,(1996) , 10.1016/0045-7825(95)00920-5
J. C. Simo, M. S. Rifai, A CLASS OF MIXED ASSUMED STRAIN METHODS AND THE METHOD OF INCOMPATIBLE MODES International Journal for Numerical Methods in Engineering. ,vol. 29, pp. 1595- 1638 ,(1990) , 10.1002/NME.1620290802
J.C Simo, F Armero, R.L Taylor, Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems☆ Computer Methods in Applied Mechanics and Engineering. ,vol. 110, pp. 359- 386 ,(1993) , 10.1016/0045-7825(93)90215-J
J. Chróścielewski, J. Makowski, H. Stumpf, Genuinely resultant shell finite elements accounting for geometric and material non-linearity International Journal for Numerical Methods in Engineering. ,vol. 35, pp. 63- 94 ,(1992) , 10.1002/NME.1620350105
Klaus-Jürgen Bathe, Saïd Bolourchi, Large displacement analysis of three‐dimensional beam structures International Journal for Numerical Methods in Engineering. ,vol. 14, pp. 961- 986 ,(1979) , 10.1002/NME.1620140703
Ogierd Cecil Zienkiewicz, The finite element method London: McGraw-Hill. ,(1989)
J. C. Simo, P. Wriggers, K. H. Schweizerhof, R. L. Taylor, Finite deformation post-buckling analysis involving inelasticity and contact constraints International Journal for Numerical Methods in Engineering. ,vol. 23, pp. 779- 800 ,(1986) , 10.1002/NME.1620230504
Radovan Slavković, Miroslav Živković, Miloš Kojić, Enhanced 8-node three-dimensional solid and 4-node shell elements with incompatible generalized displacements Communications in Numerical Methods in Engineering. ,vol. 10, pp. 699- 709 ,(1994) , 10.1002/CNM.1640100904