砌体受压本构关系模型的研究  

Study of consititution relationship model for compressive masonry

作　　者：曾晓明[1] 杨伟军[2] 施楚贤[3] 

机构地区：[1]机械工业部第八设计研究院建筑一所,湖南长沙410007 [2]长沙交通学院建工系,湖南长沙410076 [3]湖南大学土木系,湖南长沙410082

出　　处：《四川建筑科学研究》2001年第3期8-10,共3页Sichuan Building Science

摘　　要：从分析砌体受压应力—应变全曲线所具有的特征出发 ,基于施楚贤教授提出的砌体受压应力—应变曲线式 ,指出了其存在的问题 ,进而提出了反映砌体受压应力—应变全曲线的本构关系 ,该本构关系包含了砌体受压试验所表现出的几乎全部特征。In this paper,based on the feature of stress strain full curve for compressive masonry and stress strain equation put forward by prof.Shi Chu xian,the existing problems in consititution relationship model are pointed,and improvement consititution relationship reflected full curve for compressive masonry is presented.The improvement consititution relationship include almost all feature expressed on compressive masonry experiment.

关 键 词：砌体 受压 本构关系 

分 类 号：TU522.01[建筑科学—建筑技术科学]