Virtual extensometer based on digital speckle correlation method and its application to deformation field evolution of rock specimen

被引:0
|
作者
Guo Wen-jing [1 ,2 ]
Ma Shao-peng [1 ,3 ]
Kang Yong-jun [1 ]
Ma Qin-wei [1 ]
机构
[1] Beijing Inst Technol, Sch Aerosp Engn, Dept Mech, Beijing 100081, Peoples R China
[2] Beijing Inst Strength & Environm Engn, Beijing 100076, Peoples R China
[3] China Earthquake Adm, Inst Geol, State Key Lab Earthquake Dynam, Beijing 100029, Peoples R China
关键词
virtual extensometer; digital speckle correlation method (DSCM); crack; rock failure;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The virtual extensometer is developed based on digital speckle correlation method (DSCM). To realize the virtual extensometer, the cracks on the specimen are firstly identified and located using the strain fields measured by DSCM. Then, virtual extensometers are installed on the cracks. Finally, the opening and the dislocation of the cracks are calculated through the displacement fields. The principle and realization of the virtual extensometer are introduced. The reliability of virtual extensometer is verified by a specially designed experiment and the resolution of virtual extensometer is calibrated as 0.1 pixels. This virtual extensometer is applied to an experiment to study the failure procedure of a granite specimen containing non-penetrating crack (three-dimensional crack). The type and sequence-by-time of cracks on the specimen are determined based on the measurement results from the virtual extensometer. The failure mechanism of the specimen is then analyzed.
引用
收藏
页码:3196 / 3200
页数:5
相关论文
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