Crack Calculation of Beams Reinforced with FRP Bars Based on Linear Bond-Slip Model

Xiao Dong Li; Hao Chen Feng; Wei Ning Yuan

doi:10.4028/www.scientific.net/AMR.919-921.1377

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Crack Calculation of Beams Reinforced with FRP...

Crack Calculation of Beams Reinforced with FRP Bars Based on Linear Bond-Slip Model

Abstract:

This paper mainly gets a equation of crack width calculation. To get the result, the lineared bond-slip model between FRP bars and concrete is used, combining with the bond stress distribution model which is found by You Chunan. Finally, the value of this paper is compared with the value of ACI440.1R-06 and JSCE code, which prove the result is right.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

1377-1380

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.1377

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Online since:

April 2014

Authors:

Xiao Dong Li*, Hao Chen Feng, Wei Ning Yuan

Keywords:

Constitutive Relationship of Bond-Slip Behavior, Crack, FRP Bars, Stress Distribution

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* - Corresponding Author

References

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