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• W2575657641 abstract "Numerical and experimental methods were applied to investigate fatigue crack propagation behavior of reinforced concrete (RC) beams strengthened with a new type carbon fiber reinforced polymer (CFRP) named as carbon fiber laminate (CFL) subjected to hot-wet environment. <mml:math xmlns:mml=http://www.w3.org/1998/Math/MathML id=M1><mml:mrow><mml:mi>J</mml:mi></mml:mrow></mml:math>-integral of a central crack in the strengthened beam under three-point bending load was calculated by ABAQUS. In finite element model, simulation of CFL-concrete interface was based on the bilinear cohesive zone model under hot-wet environment and indoor atmosphere. And, then, fatigue crack propagation tests were carried out under high temperature and high humidity (50°C, 95% R · H) environment pretreatment and indoor atmosphere (23°C, 78% R · H) to obtain <mml:math xmlns:mml=http://www.w3.org/1998/Math/MathML id=M2><mml:mi>a</mml:mi><mml:mtext>-</mml:mtext><mml:mi>N</mml:mi></mml:math> curves and crack propagation rate, <mml:math xmlns:mml=http://www.w3.org/1998/Math/MathML id=M3><mml:mi>d</mml:mi><mml:mi>a</mml:mi><mml:mo>/</mml:mo><mml:mi>d</mml:mi><mml:mi>N</mml:mi></mml:math>, of the strengthened beams. Paris-Erdogan formula was developed based on the numerical analysis and environmental fatigue tests." @default.
• W2575657641 created "2017-01-26" @default.
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• W2575657641 date "2017-01-01" @default.
• W2575657641 modified "2023-10-17" @default.
• W2575657641 title "Fatigue Crack Propagation Behavior of RC Beams Strengthened with CFRP under High Temperature and High Humidity Environment" @default.
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• W2575657641 doi "https://doi.org/10.1155/2017/1247949" @default.
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