NDLI: Allowable tensile strain of FRP in strengthening RC beam

Content Provider	IEEE Xplore Digital Library
Author	Shengping Chen Mangmang Zhang
Copyright Year	2011
Description	Author affiliation: College of Engineering and Technology, Hubei University of Technology, Wuhan, China (Mangmang Zhang) \|\| College of Civil Engineering, Hubei University of Technology, Wuhan, China (Shengping Chen)
Abstract	Failure of externally bonded Fiber Reinforced Polymer (FRP) strengthened beam often occurs through debonding of the FRP from the concrete substrate. This failure type can be effectively avoided by restricting the tensile strain in the FRP. This paper provides a review of the progress achieved in this area regarding the design formula for the allowable tensile strain in the FRP. It is shown that the allowable tensile strain of the FRP is related to the stiffness of FRP and the strength of the concrete substrate. Chinese present design code leads to unsafe design when the concrete strength of the substrate is low, therefore it is necessary to improve the present design formula.
Starting Page	2887
Ending Page	2890
File Size	232347
Page Count	4
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5776123
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Strengthening Tensile strain FRP Educational institutions Concrete Structural beams Carbon Substrates Allowable tensile strain Reinforced concrete
Content Type	Text
Resource Type	Article

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