Root Cause of Reinforced Concrete Dapped-End Beams Failure
| dc.contributor.author | M. Aswin | |
| dc.contributor.author | Bashar S. Mohammed | |
| dc.contributor.author | M.S. Liew | |
| dc.contributor.author | Zubair Syed Imam | |
| dc.date.accessioned | 2018-04-08T07:22:22Z | |
| dc.date.accessioned | 2023-08-19T08:11:22Z | |
| dc.date.available | 2018-04-08T07:22:22Z | |
| dc.date.available | 2023-08-19T08:11:22Z | |
| dc.date.issued | 2015-01 | |
| dc.description | Aswin, M., Mohammed, B. S., Liew, M. S., & Imam, Z. S. (2015). Root Cause of Reinforced Concrete Dapped-End Beams Failure. | en_US |
| dc.description.abstract | 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. | en_US |
| dc.identifier.citation | Aswin, M., Mohammed, B. S., Liew, M. S., & Syed, Z. I. (2015). Root cause of reinforced concrete dapped-end beams failure. International Journal of Applied Engineering Research, 10(22), 42927-42933. | en |
| dc.identifier.issn | ISSN 0973-4562 | |
| dc.identifier.uri | https://edms.wexl.in/handle/1/1102 | |
| dc.language.iso | en_US | en_US |
| dc.publisher | Teesside University's Research | en_US |
| dc.subject | shear failure | en_US |
| dc.subject | Dapped-End Beams | en_US |
| dc.subject | Strut and Tie Model | en_US |
| dc.subject | Stress Concentration | en_US |
| dc.subject | Re-Entrant Corner | en_US |
| dc.title | Root Cause of Reinforced Concrete Dapped-End Beams Failure | en_US |
| dc.type | Article | en_US |