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Paper XIV.1

Effect of Stretching-Bending Coupling and Shear Deformations on Post-Buckling Behaviour of Laminated Beams

M. Adan and I. Sheinman

Faculty of Civil Engineering, Technion-Insrael Institute of Technology, Haifa, Israel

doi:10.4203/ccp.4.14.1

M. Adan, I. Sheinman, "Effect of Stretching-Bending Coupling and Shear Deformations on Post-Buckling Behaviour of Laminated Beams", in B.H.V. Topping, (Editor), "Proceedings of the Third International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 43-47, 1987. doi:10.4203/ccp.4.14.1

Abstract

A geometrical nonlinear theory with a high order kinematic model is used for parametric study of the combined effect shear deformations and stretching-bending coupling on the post-buckling behavior of laminated beams. Constitutive relations which include the lateral direction of the beam are used. The nonlinear equations, obtained with the aid of a variational principle applied on the potential energy, are solved by a special finite-differences scheme with the locking phenomenon eliminated.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 4/5 PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper XIV.1 Effect of Stretching-Bending Coupling and Shear Deformations on Post-Buckling Behaviour of Laminated Beams M. Adan and I. Sheinman Faculty of Civil Engineering, Technion-Insrael Institute of Technology, Haifa, Israel doi:10.4203/ccp.4.14.1 purchase the full-text of this paper Full Bibliographic Reference for this paper M. Adan, I. Sheinman, "Effect of Stretching-Bending Coupling and Shear Deformations on Post-Buckling Behaviour of Laminated Beams", in B.H.V. Topping, (Editor), "Proceedings of the Third International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 43-47, 1987. doi:10.4203/ccp.4.14.1 Abstract A geometrical nonlinear theory with a high order kinematic model is used for parametric study of the combined effect shear deformations and stretching-bending coupling on the post-buckling behavior of laminated beams. Constitutive relations which include the lateral direction of the beam are used. The nonlinear equations, obtained with the aid of a variational principle applied on the potential energy, are solved by a special finite-differences scheme with the locking phenomenon eliminated. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £78 +P&P)
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