Shear fracture in masonry joints

被引：0
|
作者：
Chaimoon, K [1 ]
Attard, MM [1 ]
机构：
[1] Univ New S Wales, Sch Civil & Environm Engn, Kensington, NSW 2033, Australia
来源：
Computational Methods and Experimental Measurements XII | 2005年 / 41卷
关键词：
shear fracture; masonry joint; post-peak behaviour; unloading-reloading characteristic;
D O I：
暂无
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
This paper presents the shear behaviour of masonry bed joints before and after peak load investigated by means of deformation-controlled tests. The results concern those parameters required by micro-models: shear bond strength in relation to the cohesion and internal friction angle; shear modulus; and post-peak behaviour including mode II fracture energy; friction coefficient; dilatancy behaviour; and in particular, unloading-reloading characteristic.
引用
收藏
页码：205 / 215
页数：11
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