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http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/3691Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Barai, Sudhir Kumar | - |
| dc.date.accessioned | 2021-11-27T04:16:30Z | - |
| dc.date.available | 2021-11-27T04:16:30Z | - |
| dc.date.issued | 2011 | - |
| dc.identifier.uri | https://www.researchgate.net/profile/Hanumantharao-Chappidi-2/publication/288493654_Large_diameter_pile_fondation_for_cost_effective_and_fast_track_construction/links/56816b3808ae051f9aec4eb9/Large-diameter-pile-fondation-for-cost-effective-and-fast-track-construction.pdf#page=59 | - |
| dc.identifier.uri | http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3691 | - |
| dc.description.abstract | This paper presents an optimization result of 2500 mm long Reinforced Concrete (RC) T-beams strengthened in shear using epoxy bonded glass fibre fabric. The experimental program consisted of testing of eighteen (18) full scale simply supported RC T-beams. Nine beams are used as control beam with three different stirrups spacing without Glass Fibre Reinforced Polymer (GFRP) wrap and rest nine beams are strengthened in shear with one, two, and three layers of GFRP sheet on side of the web of the T-beams for each type of stirrup spacing. The objective of this paper is to evaluate the optimization ratio and ductility of RC T-beams strengthened in shear with GFRP sheet. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | IJESE | en_US |
| dc.subject | Civil Engineering | en_US |
| dc.subject | Reinforced Concrete (RC) | en_US |
| dc.subject | T-beams | en_US |
| dc.subject | Shear | en_US |
| dc.subject | Glass Fibre Reinforced Polymer (GFRP) | en_US |
| dc.title | Optimization study of Reinforced Concrete T-beams Strengthened in Shear with side Bonded GFRP Sheet | en_US |
| dc.type | Article | en_US |
| Appears in Collections: | Department of Civil Engineering | |
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