Flexural capacity of steel reinforced ultra-high performance concrete beams with rectangular section

被引：0
|
作者：
Lin, Shang-Shun [1 ]
Ji, Bang-Chong [1 ]
Liu, Jun-Ping [2 ]
Lin, lian-Fan [3 ]
Zhao, Jin-Bing [4 ]
机构：
[1] School of Civil Engineering, Fujian University of Technology, Fujian, Fuzhou,350118, China
[2] College of Civil Engineering, Fuzhou University, Fujian, Fuzhou,350108, China
[3] Fujian Province Traffic Academy Co., Ltd., Fujian, Fuzhou,350004, China
[4] Haoyao Times (Fujian) Group Co., Ltd., Fujian, Fuzhou,350002, China
来源：
Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering | 2024年 / 24卷 / 03期
关键词：
Compendex;
D O I：
10.19818/j.cnki.1671-1637.2024.03.006
中图分类号：
学科分类号：
摘要：
Bridges - Concrete beams and girders - Concrete testing - Failure (mechanical) - Finite element method - High performance concrete - Reinforcement - Strain rate
引用
收藏
页码：94 / 109
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