AE monitoring of reinforced concrete squat wall subjected to cyclic loading with information entropy-based analysis

被引:34
|
作者
Zhang, Xinchen [1 ]
Shan, Wenchen [2 ]
Zhang, Zhongwen [1 ]
Li, Bing [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
[2] Jilin Univ, Coll Transportat, Changchun, Jilin, Peoples R China
关键词
Reinforced concrete squat wall; Information entropy; Acoustic emission; Cyclic loading; Damage assessment; ACOUSTIC-EMISSION; B-VALUE; DAMAGE EVALUATION; SEISMIC BEHAVIOR; SHEAR WALLS; STRENGTH; MODEL;
D O I
10.1016/j.engstruct.2018.03.059
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Reinforced concrete (RC) squat walls have been widely used to resist horizontal force given its high lateral stiffness and strength. In this research, the crack development process of squat wall under non-parallel cyclic loading was monitored using an acoustic emission (AE) technique. In addition, a novel AE signal analysis method based on information entropy was studied. The results show that the AE technique is effective in monitoring the crack process of the squat wall. A strong correlation between the result of basic AE parameters analysis and real cracking state is also determined. Furthermore, accumulated AE energy shows a good correlation with the accumulated hysteretic energy and the damage assessment based on RA-AF analysis indicates the shear cracks are the dominant crack mode. Information entropy-based analysis was conducted, and its feasibility in monitoring the development of main cracks was validated. A comparison between information entropy-based analysis and b-value analysis was conducted finally, which shows that the information entropy value is more sensitive and specific than Ib value.
引用
收藏
页码:359 / 367
页数:9
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