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A.E. Assan

Department of Structures, Faculty of Civil Engineering, State University of Campinas, Campinas, SP, Brazil

doi:10.4203/ccp.69.2.1

A.E. Assan, "Nonlinear Analysis of Reinforced Concrete Cylindrical Shells", in Z. Bittnar, B.H.V. Topping, (Editors), "Computational Concrete Structures Technology", Civil-Comp Press, Edinburgh, UK, pp 37-43, 2000. doi:10.4203/ccp.69.2.1

Abstract

In this paper, analysis of reinforced concrete cylindrical shells is performed using a strain-based finite element. The shell element employed is bidimensional, cylindrical circular and has four nodes and five nodal degrees of freedom. The nonlinearities due to concrete cracking and yielding and yielding of the steel are taken into account. The constitutive models for the materials employ the smeared cracking concept and a finite element layered approach. Concrete is modeled by a strain-induced orthotropic-elastic model under plane state of stress. A bilinear steel model is used and the stress reversal with Baushinger effect is included. Examples show the good accuracy provided by this analysis.

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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: 69 COMPUTATIONAL CONCRETE STRUCTURES TECHNOLOGY Edited by: Z. Bittnar and B.H.V. Topping Paper II.1 Nonlinear Analysis of Reinforced Concrete Cylindrical Shells A.E. Assan Department of Structures, Faculty of Civil Engineering, State University of Campinas, Campinas, SP, Brazil doi:10.4203/ccp.69.2.1 purchase the full-text of this paper Full Bibliographic Reference for this paper A.E. Assan, "Nonlinear Analysis of Reinforced Concrete Cylindrical Shells", in Z. Bittnar, B.H.V. Topping, (Editors), "Computational Concrete Structures Technology", Civil-Comp Press, Edinburgh, UK, pp 37-43, 2000. doi:10.4203/ccp.69.2.1 Abstract In this paper, analysis of reinforced concrete cylindrical shells is performed using a strain-based finite element. The shell element employed is bidimensional, cylindrical circular and has four nodes and five nodal degrees of freedom. The nonlinearities due to concrete cracking and yielding and yielding of the steel are taken into account. The constitutive models for the materials employ the smeared cracking concept and a finite element layered approach. Concrete is modeled by a strain-induced orthotropic-elastic model under plane state of stress. A bilinear steel model is used and the stress reversal with Baushinger effect is included. Examples show the good accuracy provided by this analysis. 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 £50 +P&P)
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