Experimental study on shear capacity of steel fiber reinforced concrete rubber-sleeved stud shear connector

被引：0
|
作者：
Liu, Shiming [1 ,2 ,3 ]
Wang, Chenxu [1 ]
Li, Xiaoke [1 ,2 ]
Li, Shangyu [1 ,2 ]
Zhao, Shunbo [2 ]
机构：
[1] School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou,450045, China
[2] International Joint Research Lab for Eco-building Materials and Engineering of Henan, North China University of Water Resources and Electric Power, Zhengzhou,450045, China
[3] Key Laboratory for Bridge Detection and Reinforcement Technology of Ministry of Communications, Chang'an University, Xi'an,710064, China
来源：
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2022年 / 43卷 / 02期
关键词：
Compilation and indexing terms; Copyright 2024 Elsevier Inc;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Newton-Raphson method - Composite structures - Reinforced concrete - Compressive strength - Bridges - Steel fibers - Structure (composition) - Volume fraction - Shear flow
引用
收藏
页码：207 / 214
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