Full-scale investigation of post-tensioned prestressed concrete bridge girders subjected to frost heaving in cold regions

被引：0
|
作者：
Sun, Baolin [1 ]
Yang, Yongqing [1 ]
Li, Xiaobin [1 ,2 ]
Yan, Meng [1 ,2 ]
Xie, Mingzhi [1 ]
Bao, Yi [3 ]
机构：
[1] Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu,Sichuan,610031, China
[2] Sichuan Jiaoda Engineering Detection & Consulting Co., Ltd., Chengdu,Sichuan,610031, China
[3] Department of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology, Hoboken,NJ,07030, United States
来源：
Engineering Structures | 2022年 / 250卷
关键词：
Bond - Cold regions - Concrete bridge girders - Crack resistance - Flexural behavior - Frost heaving - Post tensioned - Post-tensioned prestressed concrete - Prestressed concrete girder - Prestressed concrete structures;
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