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YTONG轻砂加气混凝土砌体轴心及偏心受压构件受力性能的研究
引用本文:李先林,程才渊,吴明舜.YTONG轻砂加气混凝土砌体轴心及偏心受压构件受力性能的研究[J].四川建筑科学研究,2003,29(1):60-63.
作者姓名:李先林  程才渊  吴明舜
作者单位:同济大学结构工程与防灾研究所,上海,200092
摘    要:根据12片YTONG轻砂加气混凝土砌体试件的偏心受压和轴收受压试验,分析了不同受压状态下YTONG轻砂加气混凝土砌体构件的工作性能,破坏特征,进行了偏心受压截面的弯矩-曲率关系的理论分析,结合实验结果,探求了纵向弯曲和偏心距对构件的极限承载力的影响。

关 键 词:轻砂加气混凝土  轴心  偏心受压  纵向弯曲  偏心距
文章编号:1008-1933(2003)01-0060-04
修稿时间:2002年7月4日

A study of the performance of YTONG aerated concrete block walls subjected to axial and eccentric compression
LI Xian lin,CHENG Cai yuan,WU Ming shun.A study of the performance of YTONG aerated concrete block walls subjected to axial and eccentric compression[J].Building Science Research of Sichuan,2003,29(1):60-63.
Authors:LI Xian lin  CHENG Cai yuan  WU Ming shun
Abstract:In this paper,the behavior and the failure characteristics of YTONG aerated concrete block walls subjected to axial and eccentric compression are investigated based on the experiment of 12specimens.Then,a theoretical analysis of the moment curvature relationship of the eccentric compression section is presented.Finally,combined with experimental results,the effects of longitudinal bend and eccentric distance on the ultimate bearing capacity of walls are researched.
Keywords:YTONG aerated concrete  axial and eccentric compression  longitudinal bend  eccentric distance
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