Effect of strain rate on compressive behavior and modeling of cement and asphalt mortar
发布时间：2019-04-30
点击次数：
发表刊物：Journal of Materials in Civil Engineering
关键字：Cement and asphalt mortar (CA mortar); Strain rate; Compressive behavior; Model
摘要：The compressive behavior of cement and asphalt mortar (CA mortar, including Types I and II CA mortar, namely CAI and CAII) under strain rates ranging from 10−5/s10−5/s to 10−2/s10−2/s was experimentally investigated using an electrohydraulic servo tester. The strain rate effects on the failure pattern, compressive strength, elastic modulus, and peak strain were studied. The results showed that the compressive strength and elastic modulus of CA mortar increased with increasing strain rate. The peak strain of CAI increased with the strain rate, whereas the peak strain of CAII showed a reverse te
合写作者：Hao Song, Ditao Niu, Guangcheng Long, Youjun Xie, Qiang Fu
论文类型：基础研究
学科门类：土木工程
文献类型：J
卷号：30
期号：3
页面范围：04018018-1:9
是否译文：否
发表时间：2018-03-01
发布期刊链接：https://ascelibrary.org/doi/full/10.1061/%28ASCE%29MT.1943-5533.0002151
附件：
Effect of strain rate on compressive behavior and modeling of cement and asphalt mortar.pdf