Effect of flange geometry on the shear capacity of RC T-beams
In reinforced concrete (RC) beams, shear failure is sudden and brittle without prior indication of failure. As a result, extensive research has been conducted over the past century to develop design equations and models that combine the variables contributing to the shear resistance in RC members. D...
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| Format: | article |
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2022
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| Online Access: | https://hdl.handle.net/11073/32582 |
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