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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
Publisher: ASCE
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 concrete in connecting segments bears a ...
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