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《Journal of Zhejiang University(Engineering Science)》 2014-12
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Experimentally confirmed fatigue performance prediction model for reinforced concrete flexural girder strengthened with fiber-reinforced polymers

SUN Xiao-yan;WANG Long-wei;WANG Hai-long;ZHANG Zhi-cheng;College of Civil Engineering and Architecture,Zhejiang University;  
In order to figure out the fatigue behavior of fiber-reinforced polymers(FRP)strengthened reinforce concrete bridge girders under the cyclic loading,the fatigue life prediction model,the steel peak strain accumulation model,and the member deflection increment model for reinforced concrete(RC)girder strengthened with FRP were established on basis of the experimental data of flexural strengthening.The accuracies of these models were compared with those of the present available models.The results indicate that the steel peak strain accumulation model and deflection increment model can be used for fatigue life prediction with similar accuracy as the traditional stress based index.Furthermore,the above mentioned deformation based models are recommended for fatigue failure alert as the strain and deflection can be easily achieved by a structure monitoring system.
【Fund】: 浙江省重点科技创新团队资助项目(2010R50034);; 国家“863”高技术研究发展计划资助项目2007AA04Z437);; 国家自然科学基金资助项目(51378456);; 浙江省自然科学基金重点资助项目(LZ13E080001);; 高等学校博士学科点专项科研基金资助项目(200803351117)
【CateGory Index】: TG115.57
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