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Flexural Behavior of Damaged Composite Beams Externally Strengthened withCFRP Sheets Bonded with Inorganic Adhesive
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[1]CHEN Weihong,MA Jingming,CUI Shuangshuang.Flexural Behavior of Damaged Composite Beams Externally Strengthened withCFRP Sheets Bonded with Inorganic Adhesive[J].Journal of Zhengzhou University (Engineering Science),2014,35(05):79-83.[doi:10.3969/i.issn.1671-6833.2014.05.018]
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Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 35 Number of periods: 2014 05 Page number: 79-83 Column: Public date: 2014-09-30
Title:
Flexural Behavior of Damaged Composite Beams Externally Strengthened withCFRP Sheets Bonded with Inorganic Adhesive
Author(s):
CHEN Weihong; MA Jingming; CUI Shuangshuang
(1.School of Civil Engineering, Fuzhou University, Fuzhou 350108, China;2. Power Grid Department, State Nuclear ElectricPower Planning Design & Research lnstitute, Beijing 100095, China; 3. College of Civil Engineering, Fujian University of Tech.nology,Fuzhou 350108,China
Keywords:
inorganie adhesive;  CFRP sheets;  strengthen;  composite beam ;  flexural behavior
CLC:
TU375.1
DOI:
10.3969/i.issn.1671-6833.2014.05.018
Abstract:
Organie epoxy adhesives are usually used in strengthening conerete structures with carbon fiber re-inforeed polymer (CFRP) sheets. However, due to the low soltening points of organie adhesives which are a.bout 60 9℃ , conerete structures strengthened with CFRP sheets bonded with organie epoxy adhesives can nomeet the heat resisting requirements. In this paper, an inorganie adhesive, which can resist at least 600 9high temperature, was prepared to paste CFRP sheets to strengthen four simply supported bonded prestressedeomposite beams eneased cireular steel tube truss after ulimate limit slate, and test on lexural behavior olthese four beams was also performed. Moreover, normal section load-bearing capacity of these beams and theeurve load-delleetion at mid-span were obtained. Experimental results show that it is feasible to strengtheneonerete members with CFRP sheets bonded with inorganie adhesive. Based on the experimental results andtheoretieal study, computational method of stiflness is proposed for caleulating bending rigidity and normal see.tion load-bearing capacity of conerete simply supported beams strengthened with CFRP sheets bonded with in.organie adhesive. The formula of ben
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