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Paper XVI.4

Representation of Cables with Material Non-Linearity

K.A. Kashani* and A.J. Bell+

*T.Y. Ho and Partners, Wimbledon
+UMIST, Manchester, England

doi:10.4203/ccp.4.16.4

K.A. Kashani, A.J. Bell, "Representation of Cables with Material Non-Linearity", in B.H.V. Topping, (Editor), "Proceedings of the Third International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 133-139, 1987. doi:10.4203/ccp.4.16.4

Abstract

The development of a general 3D cable element capable of handling non-uniform loading has been described earlier. In this paper the development of the extension of this element to cope with material non-linearity is discussed. Three methods of evaluating equivalent nodal forces are derived and their performance is compared with. A method of evaluating the tangent stiffness matrix for such elements is subsequently outlined.

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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 XVI.4 Representation of Cables with Material Non-Linearity K.A. Kashani* and A.J. Bell+ *T.Y. Ho and Partners, Wimbledon +UMIST, Manchester, England doi:10.4203/ccp.4.16.4 purchase the full-text of this paper Full Bibliographic Reference for this paper K.A. Kashani, A.J. Bell, "Representation of Cables with Material Non-Linearity", in B.H.V. Topping, (Editor), "Proceedings of the Third International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 133-139, 1987. doi:10.4203/ccp.4.16.4 Abstract The development of a general 3D cable element capable of handling non-uniform loading has been described earlier. In this paper the development of the extension of this element to cope with material non-linearity is discussed. Three methods of evaluating equivalent nodal forces are derived and their performance is compared with. A method of evaluating the tangent stiffness matrix for such elements is subsequently outlined. 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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