Shear Strengthening of T-beam with GFRP

dc.contributor.authorBarai, Sudhir Kumar
dc.date.accessioned2021-11-27T04:12:32Z
dc.date.available2021-11-27T04:12:32Z
dc.date.issued2018
dc.description.abstractConcrete 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 reporteden_US
dc.identifier.urihttps://link.springer.com/chapter/10.1007/978-981-10-7760-9_2
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3653
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.subjectCivil Engineeringen_US
dc.subjectShear Strengtheningen_US
dc.subjectGlass fiber-reinforced polymer (GFRP)en_US
dc.subjectShear Capacityen_US
dc.titleShear Strengthening of T-beam with GFRPen_US
dc.typeBook chapteren_US

Files

License bundle

Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed upon to submission
Description: