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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Barai, Sudhir Kumar | - |
dc.date.accessioned | 2021-11-14T07:47:06Z | - |
dc.date.available | 2021-11-14T07:47:06Z | - |
dc.date.issued | 2011 | - |
dc.identifier.uri | http://www.davidpublisher.com/index.php/Home/Article/index?id=33712.html | - |
dc.identifier.uri | http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3607 | - |
dc.description.abstract | The shear performance, modes of failure, and strain analysis of simply supported reinforced concrete (RC) T-beams, externally strengthened in shear using epoxy bonded glass fiber reinforced polymer (GFRP) strips are focused in the present paper. Six RC T-beams of 2.5 m span without shear reinforcement are cast. Three beams are used as control specimens and rest three beams are strengthened in shear with GFRP strips in U-shape, side bonded at 45° and 90° to the longitudinal axis of the beam. All the beams are tested in a Universal Testing Machine. The test results demonstrate the feasibility of using an externally applied, epoxy-bonded GFRP strips to restore or increase the shear strength of RC T-beams. It is also observed that the RC T-beams strengthened by diagonal side strips outperformed those strengthened with vertical side strips. | en_US |
dc.language.iso | en | en_US |
dc.publisher | David Publisher | en_US |
dc.subject | Civil Engineering | en_US |
dc.subject | Reinforced concrete (RC) | en_US |
dc.subject | Glass fiber-reinforced polymer (GFRP) | en_US |
dc.subject | Shear strength | en_US |
dc.title | Strengthening of RC T-beams with shear deficiencies using GFRP strips | en_US |
dc.type | Article | en_US |
Appears in Collections: | Department of Civil Engineering |
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