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S. Ezekiel, R.Y. Xiao, I. Kraincanic, "Numerical Modelling of a Reinforced Concrete Column subject to Fire", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 117, 2013. doi:10.4203/ccp.102.117

Keywords: reinforced concrete column, ANSYS, elevated temperature, fire, finite element, concrete.

Summary

This paper presents a numerical model for evaluating the performance of a reinforced concrete (RC) column under fire conditions. In this research, the numerical model was developed using the non-linear finite element program, ANSYS. The RC column was simulated under fire by subjecting it to ISO 834 standard fire temperatures and coupled (thermal to structural) field analysis was executed. The model was validated by comparing the results with a full-scale RC column fire test. Details of the finite element model, time dependent temperature distribution, temperature dependent deformation and temperature dependent stress distribution are presented. The results show good agreement with the fire test and can be used to evaluate the performance of a RC column subject to fire.

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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 117 Numerical Modelling of a Reinforced Concrete Column subject to Fire S. Ezekiel, R.Y. Xiao and I. Kraincanic Department of Urban Engineering London South Bank University, United Kingdom doi:10.4203/ccp.102.117 purchase the full-text of this paper Full Bibliographic Reference for this paper S. Ezekiel, R.Y. Xiao, I. Kraincanic, "Numerical Modelling of a Reinforced Concrete Column subject to Fire", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 117, 2013. doi:10.4203/ccp.102.117 Keywords: reinforced concrete column, ANSYS, elevated temperature, fire, finite element, concrete. Summary This paper presents a numerical model for evaluating the performance of a reinforced concrete (RC) column under fire conditions. In this research, the numerical model was developed using the non-linear finite element program, ANSYS. The RC column was simulated under fire by subjecting it to ISO 834 standard fire temperatures and coupled (thermal to structural) field analysis was executed. The model was validated by comparing the results with a full-scale RC column fire test. Details of the finite element model, time dependent temperature distribution, temperature dependent deformation and temperature dependent stress distribution are presented. The results show good agreement with the fire test and can be used to evaluate the performance of a RC column subject to fire. 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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