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Paper VIII.3

On the Interaction Diagrams for the Composite Sections of Nonlinear Geometries

M. Mofid and M.R. Shadnam

Civil Engineering Department, Sharif University of Technology, Tehran, Iran

doi:10.4203/ccp.58.8.3

M. Mofid, M.R. Shadnam, "On the Interaction Diagrams for the Composite Sections of Nonlinear Geometries", in B.H.V. Topping, B. Kumar, (Editors), "Computer Techniques for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 175-177, 1999. doi:10.4203/ccp.58.8.3

Keywords: intraction diagram, analytical approach, general section.

Abstract

The paper presents a new generalized definition of classic intraction diagrams and provides a simple analytical approach to the problem. It is shown that the failure criteria for uncracked composite sections, even with nonregular shapes, under biaxial bending and normal forces can analytically be found. The study uses very simple and flexible theory that is developed by the authors in this paper and article.

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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: 58 COMPUTER TECHNIQUES FOR CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and B. Kumar Paper VIII.3 On the Interaction Diagrams for the Composite Sections of Nonlinear Geometries M. Mofid and M.R. Shadnam Civil Engineering Department, Sharif University of Technology, Tehran, Iran doi:10.4203/ccp.58.8.3 purchase the full-text of this paper Full Bibliographic Reference for this paper M. Mofid, M.R. Shadnam, "On the Interaction Diagrams for the Composite Sections of Nonlinear Geometries", in B.H.V. Topping, B. Kumar, (Editors), "Computer Techniques for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 175-177, 1999. doi:10.4203/ccp.58.8.3 Keywords: intraction diagram, analytical approach, general section. Abstract The paper presents a new generalized definition of classic intraction diagrams and provides a simple analytical approach to the problem. It is shown that the failure criteria for uncracked composite sections, even with nonregular shapes, under biaxial bending and normal forces can analytically be found. The study uses very simple and flexible theory that is developed by the authors in this paper and article. 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 £74 +P&P)
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