摘要
系统地研究了灌芯砌体的变形性能 ,对灌芯砌体的受压和受剪变形进行了试验研究。提出了灌芯砌体的受压和受剪本构关系 ,根据试验研究成果还给出了弹性模量、泊松比和剪变模量的计算公式 ,为灌芯砌体结构的应用提供了理论依据。
This paper systemly studies the deformation behavior of the grouted concrete block masonry.Based on the experimental research,the constitutive relationship of compression and shear is put forward,and the calculating formula of elastic module and Poisson ratio of the grouted concrete block masonry are obtained,which can be used for reference in researching the grouted concrete block masonry.
出处
《建筑结构》
CSCD
北大核心
2002年第2期60-62,33,共4页
Building Structure
关键词
灌芯砌体
本构关系
弹性模量
泊松比
试验
grouted concrete block masonry
constitutive relation
elastic module
Poisson ratio
