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Shear Strengthening of T-beam with GFRP

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dc.contributor.author Barai, Sudhir Kumar
dc.date.accessioned 2021-11-27T04:12:32Z
dc.date.available 2021-11-27T04:12:32Z
dc.date.issued 2018
dc.identifier.uri https://link.springer.com/chapter/10.1007/978-981-10-7760-9_2
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3653
dc.description.abstract Concrete structures, exposed to aggressive environment, are susceptible to chemical attacks such as carbonation and chloride contamination and destroy the alkaline barrier of cement matrix. This gives rise to spalling of concrete, degradation of steel and several other phenomena. Distressed concrete structures cannot be abandoned to develop a new construction. Instead, recourse is taken to rehabilitate or strengthen such deteriorated structures using different structural materials. Use of FRP composite in rehabilitating concrete and other structural elements has started way back in 1978 as reported in literature. However, fibre as reinforcement to concrete structures has started since around 1930. Extensive use of FRP in strengthening concrete structures in Europe and Japan has been reported 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 Glass fiber-reinforced polymer (GFRP) en_US
dc.subject Shear Capacity en_US
dc.title Shear Strengthening of T-beam with GFRP en_US
dc.type Book chapter en_US


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