Ductility of CFRP strengthened reinforced concrete flexural members

C. Tan, J. Xu, Riyad S Aboutaha

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Carbon fiber reinforced polymer (CFRP) composites are used to enhance flexural, shear, and axial strength of reinforced concrete (RC) members. The degree of strength increase depends on the detailing of the CFRP system and the properties of the RC beam section. For CFRP strengthened RC beams with straight CFRP sheets/strips for increasing flexural strength, the ultimate mode of failure is dominated by sudden debonding of the CFRP system. Such bond failure is controlled by shear-tension failure of the concrete cover. Several researchers investigated the use of various types of end transverse and diagonal CFRP anchor to enhance the ductility of CFRP strengthened RC beams. However, the ductility of such members also depends on the properties of the RC beam section and the reinforcement ratio. This paper presents a comprehensive investigation into the properties of CFRP strengthened RC beams, along with experimental and analytical studies. The results of this investigation suggest that the ductility of a CFRP strengthened RC beam depends on various parameters, which include the reinforcement ratio, CFRP ratio, shear span to depth ratio, and detailing of the CFRP system.

Original languageEnglish (US)
Title of host publicationProceedings of the American Society for Composites - 31st Technical Conference, ASC 2016
PublisherDEStech Publications Inc.
ISBN (Electronic)9781605953168
StatePublished - 2016
Event31st Annual Technical Conference of the American Society for Composites, ASC 2016 - Williamsburg, United States
Duration: Sep 19 2016Sep 21 2016

Other

Other31st Annual Technical Conference of the American Society for Composites, ASC 2016
CountryUnited States
CityWilliamsburg
Period9/19/169/21/16

Fingerprint

Carbon fibers
Ductility
Reinforced concrete
Polymers
Reinforcement
carbon fiber
Debonding
Anchors
Bending strength
Concretes
Composite materials

ASJC Scopus subject areas

  • Ceramics and Composites

Cite this

Tan, C., Xu, J., & Aboutaha, R. S. (2016). Ductility of CFRP strengthened reinforced concrete flexural members. In Proceedings of the American Society for Composites - 31st Technical Conference, ASC 2016 DEStech Publications Inc..

Ductility of CFRP strengthened reinforced concrete flexural members. / Tan, C.; Xu, J.; Aboutaha, Riyad S.

Proceedings of the American Society for Composites - 31st Technical Conference, ASC 2016. DEStech Publications Inc., 2016.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Tan, C, Xu, J & Aboutaha, RS 2016, Ductility of CFRP strengthened reinforced concrete flexural members. in Proceedings of the American Society for Composites - 31st Technical Conference, ASC 2016. DEStech Publications Inc., 31st Annual Technical Conference of the American Society for Composites, ASC 2016, Williamsburg, United States, 9/19/16.
Tan C, Xu J, Aboutaha RS. Ductility of CFRP strengthened reinforced concrete flexural members. In Proceedings of the American Society for Composites - 31st Technical Conference, ASC 2016. DEStech Publications Inc. 2016
Tan, C. ; Xu, J. ; Aboutaha, Riyad S. / Ductility of CFRP strengthened reinforced concrete flexural members. Proceedings of the American Society for Composites - 31st Technical Conference, ASC 2016. DEStech Publications Inc., 2016.
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