Flexural performance of prestressed RC-UHPC composite box girder
Civil Engineering|更新时间:2025-12-24
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Flexural performance of prestressed RC-UHPC composite box girder
“In the field of bridge engineering, experts have designed a new type of prestressed RC-UHPC composite box girder. Through experiments and finite element analysis, its flexural bearing capacity has been verified, providing a new solution for bridge construction.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 6, Pages: 168-176(2025)
作者机构:
1.福州大学 土木工程学院,福州 350108
2.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
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 350002
作者简介:
XIA Zhanghua (1980- ), PhD, research fellow, main research interest: prefabricated bridges, E-mail: xiatian@fzu.edu.cn.
LIN Shangshun , PhD, professor, E-mail: linshangshun@fjut.edu.cn.
基金信息:
Natural Science Foundation of Fujian Province(2019J01779);Transportation Science and Technology Plan Project of Fujian Province(202024)