Fatigue life prediction and interface slip zone quantitative study of corroded PC beams
Civil Engineering|更新时间:2025-11-14
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Fatigue life prediction and interface slip zone quantitative study of corroded PC beams
“In the field of prestressed concrete components, experts have proposed a quantitative method for the non coordinated deformation of the bond slip zone considering residual strain of the reinforcement, as well as a method for predicting the fatigue life of corroded PC beams, providing a solution to the problem of fatigue damage in corroded PC beams.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 4, Pages: 88-99(2025)
作者机构:
1.长沙理工大学 土木工程学院,长沙 410114
2.浙江省交通工程管理中心,杭州 310023
作者简介:
DAI Lizhao (1989- ), PhD, associate professor, main research interest: bridge durability, E-mail: lizhaod@csust.edu.cn.
WANG Lei (corresponding author), professor, doctorial supervisor, E-mail: leiwang@csust.edu.cn.
基金信息:
National Natural Science Foundation of China(52008035;52278140);National Key Research and Development Program of China(2021YFB2600900);Natural Science Foundation of Hunan Province(2020JJ1006;2021JJ40574);Postgraduates Scientific Research Innovation Project of Hunan Province(CX20210779)
DAI Lizhao,LIU Jingjin,TU Ronghui,et al.Fatigue life prediction and interface slip zone quantitative study of corroded PC beams[J].Journal of Civil and Environmental Engineering,2025,47(04):88-99.
DAI Lizhao,LIU Jingjin,TU Ronghui,et al.Fatigue life prediction and interface slip zone quantitative study of corroded PC beams[J].Journal of Civil and Environmental Engineering,2025,47(04):88-99. DOI: 10.11835/j.issn.2096-6717.2023.062.
Fatigue life prediction and interface slip zone quantitative study of corroded PC beams