Prediction of RC beams failure load using non-linear finite element analysis
This paper presents the results of non-liner finite element analysis using commercial package of VecTor2 performed on different types of RC beams. Three types of RC beams were considered from available literatures which are; simply supported RC deep beams with web openings, continuous RC deep beams...
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Research India Publications
2015
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my.utp.eprints.260112021-08-30T08:49:52Z Prediction of RC beams failure load using non-linear finite element analysis Aswin, M. Mohammed, B.S. Liew, M.S. Syed, Z.I. This paper presents the results of non-liner finite element analysis using commercial package of VecTor2 performed on different types of RC beams. Three types of RC beams were considered from available literatures which are; simply supported RC deep beams with web openings, continuous RC deep beams with web openings and simply supported RC dapped-end beams. Two responses were analyzed and compared to the experimental results which are failure load and failure mode. It has been found that the ratio of the analytical failure load to the experimental failure load very close to 1. In addition, the experimental failure modes were depicted accurately. © Research India Publications. Research India Publications 2015 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973165091&partnerID=40&md5=03676a83382da1e675bb7826b0433628 Aswin, M. and Mohammed, B.S. and Liew, M.S. and Syed, Z.I. (2015) Prediction of RC beams failure load using non-linear finite element analysis. International Journal of Applied Engineering Research, 10 (22). pp. 42974-42980. http://eprints.utp.edu.my/26011/ |
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This paper presents the results of non-liner finite element analysis using commercial package of VecTor2 performed on different types of RC beams. Three types of RC beams were considered from available literatures which are; simply supported RC deep beams with web openings, continuous RC deep beams with web openings and simply supported RC dapped-end beams. Two responses were analyzed and compared to the experimental results which are failure load and failure mode. It has been found that the ratio of the analytical failure load to the experimental failure load very close to 1. In addition, the experimental failure modes were depicted accurately. © Research India Publications. |
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Article |
author |
Aswin, M. Mohammed, B.S. Liew, M.S. Syed, Z.I. |
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Aswin, M. Mohammed, B.S. Liew, M.S. Syed, Z.I. Prediction of RC beams failure load using non-linear finite element analysis |
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Aswin, M. Mohammed, B.S. Liew, M.S. Syed, Z.I. |
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Aswin, M. |
title |
Prediction of RC beams failure load using non-linear finite element analysis |
title_short |
Prediction of RC beams failure load using non-linear finite element analysis |
title_full |
Prediction of RC beams failure load using non-linear finite element analysis |
title_fullStr |
Prediction of RC beams failure load using non-linear finite element analysis |
title_full_unstemmed |
Prediction of RC beams failure load using non-linear finite element analysis |
title_sort |
prediction of rc beams failure load using non-linear finite element analysis |
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Research India Publications |
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2015 |
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https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973165091&partnerID=40&md5=03676a83382da1e675bb7826b0433628 http://eprints.utp.edu.my/26011/ |
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