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Paper IV.1

Non-Linear Finite Element Analysis of Reinforced Concrete Beams with Embedded Steel Plates

N.K. Subedi* and M.S. Abdullah#

*Civil Engineering Department, University of Dundee, Dundee, United Kingdom
#ZABBA Consulting Engineers, Kuala Lumpur, Malaysia

doi:10.4203/ccp.28.4.1

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N.K. Subedi, M.S. Abdullah, "Non-Linear Finite Element Analysis of Reinforced Concrete Beams with Embedded Steel Plates", in M. Papadrakakis, B.H.V. Topping, (Editors), "Computational Structural Engineering for Practice", Civil-Comp Press, Edinburgh, UK, pp 127-136, 1994. doi:10.4203/ccp.28.4.1

Abstract

A finite element analysis of plate embedded reinforced concrete beams was carried out. The software package used was ABAQUS. The results indicated that, by using solid elements to represent the concrete and two-dimensional plane stress elements for plates, the analysis can predict the structural response reasonably well. The analysis also suggested that the plates act effectively and efficiently in this type of hybrid construction. Some of the results are also compared with the test.

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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: 28 COMPUTATIONAL STRUCTURAL ENGINEERING FOR PRACTICE Edited by: M. Papadrakakis and B.H.V. Topping Paper IV.1 Non-Linear Finite Element Analysis of Reinforced Concrete Beams with Embedded Steel Plates N.K. Subedi* and M.S. Abdullah# *Civil Engineering Department, University of Dundee, Dundee, United Kingdom #ZABBA Consulting Engineers, Kuala Lumpur, Malaysia doi:10.4203/ccp.28.4.1 purchase the full-text of this paper Full Bibliographic Reference for this paper N.K. Subedi, M.S. Abdullah, "Non-Linear Finite Element Analysis of Reinforced Concrete Beams with Embedded Steel Plates", in M. Papadrakakis, B.H.V. Topping, (Editors), "Computational Structural Engineering for Practice", Civil-Comp Press, Edinburgh, UK, pp 127-136, 1994. doi:10.4203/ccp.28.4.1 Abstract A finite element analysis of plate embedded reinforced concrete beams was carried out. The software package used was ABAQUS. The results indicated that, by using solid elements to represent the concrete and two-dimensional plane stress elements for plates, the analysis can predict the structural response reasonably well. The analysis also suggested that the plates act effectively and efficiently in this type of hybrid construction. Some of the results are also compared with the test. 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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