摘要
实验结果表明,水泥砂浆在受力变形中的损伤演化是率相关的,因此,类似于位错运动的热激活机制;给出了水泥砂浆的率型损伤演化律.
The experiments show that the damage evolution of cement mortar is a rate dependent process under impact and quasi static loading. A rate dependent damage evolution law is suggested on the basis of a thermo activated mechanism.
出处
《中国矿业大学学报》
EI
CAS
CSCD
北大核心
1998年第2期189-191,共3页
Journal of China University of Mining & Technology