Fatigue performance and life prediction of CFRP plate in the RC bridge roof reinforcement

Author:

Yuan Xin1ORCID,Zheng Wei2ORCID,Zhu Chaoyu1ORCID,Tang Baijian1ORCID

Affiliation:

1. Suzhou University of Science and Technology, P. R. China

2. Suzhou Zhong-Heng Access Bridge Co., Ltd, P. R. China

Publisher

FapUNIFESP (SciELO)

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering

Reference22 articles.

1. Thermome chanicaland Morphological Studies of CFRP Tested in Different Environmental Conditions;Barile C.;Materials,2019

2. Fatigue Life Prediction of Reinforced Concrete Beams Strengthened with CFRP:Study Based on an Accumulative Damage Mode;Guo X.Y.;Polymers,2019

3. J-integral approach for main crack propagation of RC beams strengthened with prestressed CFRP under cyclic bending load;Guo X.Y.;Engineering Fracture Mechanics,2018

4. Strengthening of a 19th-century roadway metallic bridge using nonprestressed bonded and prestressed unbonded CFRP plates;Hosseini A.;Construction and Building Materials,2019

5. Indirect fatigue evaluation of CFRP-reinforced bridge deck slabs under variable amplitude cyclic loading;Ju M.;ksce journal of civil engineering,2017

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