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Paper 144

Nonlinear Finite Element Analysis of Reinforced Concrete Slab-Column Connections under Gravity Loading

S. Derogar¹, P. Mandal², C. Ince¹ and T. Michellitsch³

¹Faculty of Engineering and Architecture, Yeditepe University, Istanbul, Turkey
²School of Mechanical, Aerospace and Civil Engineering
The University of Manchester, United Kingdom
³Institut Jean le Rond d'Alembert
CNRS UMR 7190, Université Pierre et Marie Curie, Paris 6, France

doi:10.4203/ccp.102.144

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S. Derogar, P. Mandal, C. Ince, T. Michellitsch, "Nonlinear Finite Element Analysis of Reinforced Concrete Slab-Column Connections under Gravity Loading", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 144, 2013. doi:10.4203/ccp.102.144

Keywords: nonlinear finite model, slab-column connections, ABAQUS.

Summary

This paper addresses an implementation of a three-dimensional nonlinear finite element model to assess the behaviour of slab-column connections under gravity loading. The commercial finite element package, ABAQUS, was used to efficiently capture the load deformation behaviour of slab-column connections. The geometric and material model adopted for the simulations are investigated and the model parameters are determined. Experimental data on slab-column connections reported by Li is used to validate and calibrate the proposed finite element models.

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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: 102 PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: Paper 144 Nonlinear Finite Element Analysis of Reinforced Concrete Slab-Column Connections under Gravity Loading S. Derogar¹, P. Mandal², C. Ince¹ and T. Michellitsch³ ¹Faculty of Engineering and Architecture, Yeditepe University, Istanbul, Turkey ²School of Mechanical, Aerospace and Civil Engineering The University of Manchester, United Kingdom ³Institut Jean le Rond d'Alembert CNRS UMR 7190, Université Pierre et Marie Curie, Paris 6, France doi:10.4203/ccp.102.144 purchase the full-text of this paper Full Bibliographic Reference for this paper S. Derogar, P. Mandal, C. Ince, T. Michellitsch, "Nonlinear Finite Element Analysis of Reinforced Concrete Slab-Column Connections under Gravity Loading", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 144, 2013. doi:10.4203/ccp.102.144 Keywords: nonlinear finite model, slab-column connections, ABAQUS. Summary This paper addresses an implementation of a three-dimensional nonlinear finite element model to assess the behaviour of slab-column connections under gravity loading. The commercial finite element package, ABAQUS, was used to efficiently capture the load deformation behaviour of slab-column connections. The geometric and material model adopted for the simulations are investigated and the model parameters are determined. Experimental data on slab-column connections reported by Li is used to validate and calibrate the proposed finite element models. 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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