Study on fatigue damage and fatigue crack propagation of rubber concrete

被引：26
|
作者：
Liu, Miaoyan [1 ]
Lu, Jun [1 ,2 ]
Jiang, Wenhao [1 ]
Ming, Pan [1 ]
机构：
[1] Nanjing Hydraul Res Inst, Nanjing 210029, Peoples R China
[2] State Key Lab Hydrol Water Resources & Hydraul Eng, Nanjing 210098, Peoples R China
来源：
JOURNAL OF BUILDING ENGINEERING | 2023年 / 65卷
关键词：
Rubber concrete; Fatigue; Crack extension; Hysteresis phenomenon; Acoustic emission; Damage;
D O I：
10.1016/j.jobe.2022.105718
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In order to study the crack propagation process and damage mechanism of rubber concrete under fatigue loading, the fatigue test of plain concrete beam and rubber concrete beam with precast cracks was carried out, and the loading process was monitored in real time by acoustic emission. The results show that after the addition of rubber, the maximum deformation of rubber concrete under fatigue load is about twice that of plain concrete, and the fatigue life and fracture energy increase. It is confirmed by AE signals that there is hysteresis between cracks and loads under fatigue load due to the lag of energy transfer. The incorporation of rubber particles also reduces the range of changes in stress strength factors. The b-value of AE reflects the damage state and crack development of the concrete. When the b-value is reduced to 0.8, it can be used as an early warning indicator of structural failure.
引用
收藏
页数：15
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