Journal:Journal of Materials in Civil Engineering
Key Words:Cement and asphalt mortar (CA mortar); Strain rate; Compressive behavior; Model
Abstract: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
Co-author:Hao Song, Ditao Niu, Guangcheng Long, Youjun Xie, Qiang Fu
Indexed by:Unit Twenty Basic Research
Discipline:土木工程
Document Type:J
Volume:30
Issue:3
Page Number:04018018-1:9
Translation or Not:no
Links to published journals:https://ascelibrary.org/doi/full/10.1061/%28ASCE%29MT.1943-5533.0002151