Acoustic emission imaging of shear failure in large reinforced concrete structures

被引:0
|
作者
Tatyana Katsaga
Edward G. Sherwood
Michael P. Collins
R. Paul Young
机构
[1] University of Toronto,Civil Engineering, Lassonde Institute
[2] Carleton University,Department of Civil and Environmental Engineering
[3] University of Toronto,Civil Engineering, Lassonde Institute
[4] University of Toronto,Civil Engineering, Lassonde Institute
来源
International Journal of Fracture | 2007年 / 148卷
关键词
Acoustic emission; Computed tomography; Microcracks; Shear fracture; Reinforced concrete beams; Aggregate interlock;
D O I
暂无
中图分类号
学科分类号
摘要
In this study acoustic emission (AE) techniques were employed to investigate the process of fracture formation in large, shear-critical, reinforced concrete beams and to gain improved insight into the mechanisms of shear failure. Large sensor arrays were specially designed to study various aspects of failure by observing the fracturing processes throughout the load history of the beams. Smaller, more concentrated sensor arrays revealed complex spatial and temporal fracture development at the slow quasi-static and spontaneous dynamic stages of propagation. When AE events are related to the micro-structure of concrete through computed tomography images and surface fracture measurements they show that coarse aggregates play important roles in shear fracture propagation in reinforced concrete.
引用
收藏
页码:29 / 45
页数:16
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