fatigue crack propagation behavior of rc beams strengthened with cfrp under high temperature and high humidity environment

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ID: 212721
2017
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Ranked #19 of 80 articles by views in 19th international congress of chemical and process engineering, chisa 2010 and 7th european congress of chemical engineering, ecce-7

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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. J-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 a-N curves and crack propagation rate, da/dN, of the strengthened beams. Paris-Erdogan formula was developed based on the numerical analysis and environmental fatigue tests.
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li2017internationalfatigue Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors ;Dongyang Li;Peiyan Huang;Guang Qin;Xiaohong Zheng;Xinyan Guo
Journal 19th international congress of chemical and process engineering, chisa 2010 and 7th european congress of chemical engineering, ecce-7
Year 2017
DOI
10.1155/2017/1247949
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