Calculation of Flexural Capacity of SRC Beams Strengthened with CFRP

Xiao Chu Wang; Xiao Xing Liu; Le Zhou; Hong Tao Liu; Min Yang

doi:10.4028/www.scientific.net/AMR.194-196.1154

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 194-196Calculation of Flexural Capacity of SRC Beams...

Calculation of Flexural Capacity of SRC Beams Strengthened with CFRP

Abstract:

A design idea has been brought forward about SRC beams strengthened with CFRP, in order to solve flexural capacity shortage and need strengthening engineering problems. By analyzing loading process, failure mode and loading mechanism, flexural capacity was calculated by superposition method. According to different failure modes and neutral axis’ location in the steel, the computed formula of flexural capacity about SRC beams strengthened with CFRP was proposed, and it provided references for design of SRC beams strengthened with CFRP.

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Periodical:

Advanced Materials Research (Volumes 194-196)

Pages:

1154-1159

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.194-196.1154

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Online since:

February 2011

Authors:

Xiao Chu Wang, Xiao Xing Liu, Le Zhou, Hong Tao Liu, Min Yang

Keywords:

Carbon Fiber Reinforced Polymer/Plastic (CFRP), Failure Mode, Flexural Capacity, Steel Reinforced Concrete (SRC)

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