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A.A. Nassar, "Biaxial Moment Interaction of Irregular Reinforced Concrete Sections", in B.H.V. Topping, (Editor), "Developments in Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 157-163, 1993. doi:10.4203/ccp.18.3.6

Abstract

The procedure for generating the biaxial moment interaction of reinforced concrete cross sections of literally any shape, with or without openings, is presented in this paper. Apart from the main assumption that plane sections remain plane after bending, no assumptions were made on the shape of the material stress-strain relationships making the procedure versatile. The effects of creep, concrete confinement and bond slippage on the constitutive models of concrete and steel are easily incorporated. Flow charts are presented for computer programming. Pitfalls and solutions to the instability of the numerical implementation of the iteration procedure are also addressed.

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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: 18 DEVELOPMENTS IN STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper III.6 Biaxial Moment Interaction of Irregular Reinforced Concrete Sections A.A. Nassar Department of Civil Engineering, Zagazig University, Cairo, Egypt doi:10.4203/ccp.18.3.6 purchase the full-text of this paper Full Bibliographic Reference for this paper A.A. Nassar, "Biaxial Moment Interaction of Irregular Reinforced Concrete Sections", in B.H.V. Topping, (Editor), "Developments in Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 157-163, 1993. doi:10.4203/ccp.18.3.6 Abstract The procedure for generating the biaxial moment interaction of reinforced concrete cross sections of literally any shape, with or without openings, is presented in this paper. Apart from the main assumption that plane sections remain plane after bending, no assumptions were made on the shape of the material stress-strain relationships making the procedure versatile. The effects of creep, concrete confinement and bond slippage on the constitutive models of concrete and steel are easily incorporated. Flow charts are presented for computer programming. Pitfalls and solutions to the instability of the numerical implementation of the iteration procedure are also addressed. 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 £65 +P&P)
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