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厚壁方钢管混凝土短柱受力性能研究
引用本文:荆树英,郑小庆,朱金铨.厚壁方钢管混凝土短柱受力性能研究[J].北方工业大学学报,1988(1).
作者姓名:荆树英  郑小庆  朱金铨
作者单位:湖北工业建筑设计院(荆树英),清华大学(郑小庆)
摘    要:本文所讨论的是试件宽度与钢板厚度之比不大于15的厚壁方钢管,内填高强混凝土的短柱,共进行23个中心受压及偏心受压构件试验,分析了受力性能,并对受力过程进行了计算机模拟计算,提出了实用的强度计算公式,并建立了N-M相关方程。计算结果表明,理论值与试验实测结果吻合较好。

关 键 词:荷载  变形  中心受压  偏心受压

A Study on Behavior Concrete-filled steel Square Tubular Stub under Loading
Jing Shuying Zheng Xiaoqing Zhu Jinquan.A Study on Behavior Concrete-filled steel Square Tubular Stub under Loading[J].Journal of North China University of Technology,1988(1).
Authors:Jing Shuying Zheng Xiaoqing Zhu Jinquan
Affiliation:Jing Shuying Zheng Xiaoqing Zhu Jinquan
Abstract:In this paper the behavior of concrete filled steel square thick-wall tubular stub is studied, the ratio of specimen width to thick- ness of steel plate is less than 15. 23 specimens under central loading and eccentrical loading are tested. Behavior under loading has been ana- lysed, and loading process has been simulated and calculated on computer. A formula for practical strength calculation is proposed and N-M relat- ed expression is set up.Calculation shows that theoretical values coincide well with experimental values.
Keywords:load  deformation  central compression  eccentral com-pression
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