Root cause of reinforced concrete dapped-end beams failure
The failure mode of 111 RC dapped-end beams are presented and evaluated. The 93.69 of the tested beams were failed in shear at the re-entrant corners of the dapped-end region. Although many strengthening methods have been used to strengthening the dapped-end region, only the load-deflection relation...
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Research India Publications
2015
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my.utp.eprints.260122021-08-30T08:49:53Z Root cause of reinforced concrete dapped-end beams failure Aswin, M. Mohammed, B.S. Liew, M.S. Syed, Z.I. The failure mode of 111 RC dapped-end beams are presented and evaluated. The 93.69 of the tested beams were failed in shear at the re-entrant corners of the dapped-end region. Although many strengthening methods have been used to strengthening the dapped-end region, only the load-deflection relationship of the beams were improved. However, test results of 4 large scale RC dapped-end beams showed that the highest stress concentration factors were recorded at the re-entrant corners compared to other area of the dapped-end region of the beam. © Research India Publications. Research India Publications 2015 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973160216&partnerID=40&md5=0a501192bc68c07dbf3bce2ebe68785f Aswin, M. and Mohammed, B.S. and Liew, M.S. and Syed, Z.I. (2015) Root cause of reinforced concrete dapped-end beams failure. International Journal of Applied Engineering Research, 10 (22). pp. 42927-42933. http://eprints.utp.edu.my/26012/ |
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The failure mode of 111 RC dapped-end beams are presented and evaluated. The 93.69 of the tested beams were failed in shear at the re-entrant corners of the dapped-end region. Although many strengthening methods have been used to strengthening the dapped-end region, only the load-deflection relationship of the beams were improved. However, test results of 4 large scale RC dapped-end beams showed that the highest stress concentration factors were recorded at the re-entrant corners compared to other area of the dapped-end region of the beam. © Research India Publications. |
| format |
Article |
| author |
Aswin, M. Mohammed, B.S. Liew, M.S. Syed, Z.I. |
| spellingShingle |
Aswin, M. Mohammed, B.S. Liew, M.S. Syed, Z.I. Root cause of reinforced concrete dapped-end beams failure |
| author_facet |
Aswin, M. Mohammed, B.S. Liew, M.S. Syed, Z.I. |
| author_sort |
Aswin, M. |
| title |
Root cause of reinforced concrete dapped-end beams failure |
| title_short |
Root cause of reinforced concrete dapped-end beams failure |
| title_full |
Root cause of reinforced concrete dapped-end beams failure |
| title_fullStr |
Root cause of reinforced concrete dapped-end beams failure |
| title_full_unstemmed |
Root cause of reinforced concrete dapped-end beams failure |
| title_sort |
root cause of reinforced concrete dapped-end beams failure |
| publisher |
Research India Publications |
| publishDate |
2015 |
| url |
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973160216&partnerID=40&md5=0a501192bc68c07dbf3bce2ebe68785f http://eprints.utp.edu.my/26012/ |
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