Shear capacity of precast half-joint beams with steel fibre reinforced self-compacting concrete
A complex geometry of precast reinforced concrete half-joint beams has resulted from the high shear force at the recessed ends of such beams. Immense levels of reinforcements are provided close to the re-entrant corner of these beams to prevent the propagation of diagonal cracks and sudden failure....
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| Main Authors: | , , |
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| Format: | Article |
| Published: |
Elsevier Ltd
2021
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/95125/ http://dx.doi.org/10.1016/j.conbuildmat.2020.121813 |
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| Institution: | Universiti Teknologi Malaysia |
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