Numerical Simulation on Thermomechanical Coupling Behavior of Early-Age Concrete in the Large-Scale Steel–Concrete Connecting Segment of a Hybrid-Girder Cable-Stayed Bridge
Numerical Simulation on Thermomechanical Coupling Behavior of Early-Age Concrete in the Large-Scale Steel–Concrete Connecting Segment of a Hybrid-Girder Cable-Stayed Bridge
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DOI：
10.1061/(asce)be.1943-5592.0001633
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发表时间：
2020-11
影响因子：
3.6
通讯作者：
Jiang Liu;Yongjian Liu;Zejun Zhang
中科院分区：
文献类型：
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作者：
Jiang Liu;Yongjian Liu;Zejun Zhang
Abstract Large-scale connecting segments can provide reasonable load transition in hybrid girders, and have been broadly used in long-span cable-stayed bridges. However, the large volume of concret...
