Effects of Short Stud Arrangement on Flexural Behavior of Ultra-High Performance Concrete Composite Bridge Decks

被引:0
|
作者
Xu, Chen [1 ]
Zhang, Lepeng [1 ]
Jiang, Zhen [2 ]
Ma, Biao [2 ]
机构
[1] College of Civil Engineering, Tongji University, Shanghai,200092, China
[2] Shanghai Municipal Engineering Design Institute (Group) Co., Ltd., Shanghai,200092, China
来源
关键词
Combination effects - Elastic bending - Flexural behavior - Flexural tests - Parametric -analysis - Plastic-damage models - Segmental bridge - Ultra high performance concretes (UHPC);
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中图分类号
学科分类号
摘要
20
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页码:1088 / 1096
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