Crack resistance of prestressed RC-UHPC composite box girder
Civil Engineering|更新时间:2025-11-14
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Crack resistance of prestressed RC-UHPC composite box girder
“In the field of bridge engineering, experts have proposed a prestressed RC-UHPC composite box girder. Through experiments and finite element analysis, the calculation methods for its cracking moment and crack width have been verified, providing new ideas for bridge design.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 4, Pages: 58-65(2025)
作者机构:
1.福建理工大学 福建省土木工程新技术与信息化重点实验室,福州 350118
2.福州大学 土木工程学院,福州 350108
3.福建省交通科研院有限公司,福州 350004
4.皓耀时代(福建)集团有限公司,福州 350108
作者简介:
LIN Shangshun (1972- ), PhD, professor, main research interest: composite structure bridge, E-mail: linshangshun@fjut.edu.cn.
LIN Shangshun,JI Bangchong,XIA Zhanghua,et al.Crack resistance of prestressed RC-UHPC composite box girder[J].Journal of Civil and Environmental Engineering,2025,47(04):58-65.
LIN Shangshun,JI Bangchong,XIA Zhanghua,et al.Crack resistance of prestressed RC-UHPC composite box girder[J].Journal of Civil and Environmental Engineering,2025,47(04):58-65. DOI: 10.11835/j.issn.2096-6717.2023.087.
Crack resistance of prestressed RC-UHPC composite box girder