摘要
动态损伤的量化是混凝土破坏机制研究的难点。文章提出了结合SHPB实验技术,定量测量混凝土冲击损伤的超声方法,并用该法进行了动态损伤量化研究,对实验数据进行了拟合比较。研究证明该方法适用于应变率在10~40 s^-1范围内的动态损伤研究。
To quantify dynamic damage is difficult in the study of the failure mechanism of concrete. The supersonic method combined with the SHPB technology is presented to quantitatively measure impacting damage and quantify the dynamic damage. Test data are compared with the fitted results. The method is proved to be applicable for the study of dynamic damage as the strain rate is between 10 s^-1 and 40 s^-1.
出处
《合肥工业大学学报(自然科学版)》
CAS
CSCD
北大核心
2008年第4期635-638,共4页
Journal of Hefei University of Technology:Natural Science
关键词
混凝土
超声
损伤
应变率
concrete
supersonic
damage
strain rate