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：
Tongji Daxue Xuebao/Journal of Tongji University | 2021年 / 49卷 / 08期
关键词：
Combination effects - Elastic bending - Flexural behavior - Flexural tests - Parametric -analysis - Plastic-damage models - Segmental bridge - Ultra high performance concretes (UHPC);
D O I：
暂无
中图分类号：
学科分类号：
摘要：
20
引用
收藏
页码：1088 / 1096
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