Fracture performance of concrete-epoxy mortar interface subjected to bending and shear: Experimental and numerical study

被引：0
|
作者：
Hang, Z.Y. [1 ,2 ]
Mi, Z.K. [3 ]
Wu, Y.F. [1 ]
Wang, J.H. [4 ]
Yu, Y. [2 ,5 ]
机构：
[1] College of Road and Bridge, Zhejiang Institute of Communications, Hangzhou,311112, China
[2] Department of Civil Engineering, Shantou University, Shantou,515063, China
[3] School of Civil Engineering, Geography and Environment, Ningbo University, Ningbo,315211, China
[4] College of Civil Engineering, Nanjing Tech University, Nanjing,211800, China
[5] Guangdong Engineering Center for Structure Safety and Health Monitoring, Shantou University, Shantou,515063, China
来源：
Journal of Building Engineering | 2024年 / 97卷
基金：
中国国家自然科学基金;
关键词：
Bending moments - Bending strength - Concrete vibrating - Crack initiation - Crack propagation - Fracture toughness - Hydroelasticity - Load limits - Shear strength;
D O I：
10.1016/j.jobe.2024.110887
中图分类号：
学科分类号：
摘要：
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