首页 | 官方网站   微博 | 高级检索  
     

砖砌体单轴压缩与拉伸应力应变关系
引用本文:肖遥,底欣欣,黄河.砖砌体单轴压缩与拉伸应力应变关系[J].世界地震工程,2019,35(1):210-219.
作者姓名:肖遥  底欣欣  黄河
作者单位:辽宁省地震局, 辽宁 沈阳 110031
基金项目:地震科技星火计划项目资助(XH16009Y)
摘    要:砖砌体是被广泛应用的建筑材料,大量学者对砖砌体的压缩和拉伸行为特性以及应力-应变关系进行了试验研究。研究发现:砖砌体表现出与混凝土相近的应力-应变关系,为基于混凝土应力-应变关系模型发展砖砌体的应力-应变关系模型提供了基础。对已经提出的几种不同的砖砌体应力-应变关系模型进行了比较,通过比较分析,基于中国混凝土应力-应变关系模型,推荐了可用于估计砖砌体单轴压缩和拉伸载荷下应力-应变曲线的简单分析模型,模型中使用的参数不仅可以很容易地通过实验获得,而且常在规范中被规定使用。

关 键 词:砖砌体  应力-应变关系  压缩  拉伸

Stress-strain relationships of brick masonry under uniaxial compression and tension
XIAO Yao,DI Xinxin,HUANG He.Stress-strain relationships of brick masonry under uniaxial compression and tension[J].World Information On Earthquake Engineering,2019,35(1):210-219.
Authors:XIAO Yao  DI Xinxin  HUANG He
Affiliation:Earthquake Administration of Liaoning Province, Shenyang 110034, China
Abstract:Brick masonry is widely used as building materials,the uniaxial compressive and tensile characteristics and stress-strain relationships of the brick masonry have been studied by a large number of laboratory tests.It is found that the stress-strain relationships of brick masonry are similar to that of concrete,which provides a basis for developing the stress-strain relationship model of brick masonry based on that of concrete.In this study,several different stress-strain relationships of the brick masonry are compared.By the comparison and analysis,a brick masonrystress-strain relationship model under the uniaxial compression and tensile loads is recommended based on the Chinese concrete stress-strain relationship model,and the parameters used in the model are not only easily obtained by tests,but also are often specified in the code.
Keywords:brick masonry  stress-strain relationships  compressive  tensile
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《世界地震工程》浏览原始摘要信息
点击此处可从《世界地震工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号