dc.contributor.author | Barai, Sudhir Kumar | |
dc.date.accessioned | 2021-11-27T04:16:15Z | |
dc.date.available | 2021-11-27T04:16:15Z | |
dc.date.issued | 2018-04-28 | |
dc.identifier.uri | https://link.springer.com/chapter/10.1007/978-981-10-7760-9_5 | |
dc.identifier.uri | http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3688 | |
dc.description.abstract | The shear strength of RC T-beams with and without GFRP obtained from experimental investigation is compared to the shear strength computed by the guidelines given in different standards such as American Concrete Institute (ACI 318-02), Canadian Standard Association (CSA A23.3-94) and Indian Standard (IS: 456-2000) building codes (without the provision of FRP) and also ACI 440.2R-02 guidelines (with the provision of FRP). Best-fit curves are plotted with the results obtained from the experiments performed on RC T-beams strengthened in shear with GFRP sheets. The effectiveness of RC T-beams strengthened in shear with GFRP sheet may be calculated using the proposed best-fit curves and the design approach proposed by Khalifa | en_US |
dc.language.iso | en | en_US |
dc.publisher | Springer | en_US |
dc.subject | Civil Engineering | en_US |
dc.subject | Shear Strengthening | en_US |
dc.subject | Beam | en_US |
dc.title | Theoretical Approach to Shear Strengthening of Beams | en_US |
dc.type | Book chapter | en_US |
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