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长期荷载作用对钢管混凝土核心柱承载力影响的数值分析
引用本文:黄晓晖. 长期荷载作用对钢管混凝土核心柱承载力影响的数值分析[J]. 福建建设科技, 2009, 0(5): 20-21
作者姓名:黄晓晖
作者单位:中国建筑东北设计有限公司福州分公司,350011
摘    要:本文引入了考虑长期荷载作用效应影响的混凝土应力应变关系模型,该模型是综合考虑了徐变、收缩以及长期荷载的应力水平等因素,通过对短期荷载作用下的混凝土本构模型进行修正得到的。利用该模型,对钢管混凝土核心柱(即在普通的钢筋混凝土柱截面的核心增设-钢管的柱型)的轴力-弯矩相关曲线进行了数值分析,考察了长期荷载作用对该类柱承载力的影响。分析结果表明,考虑长期荷载作用的影响,柱子的承载力有所降低。

关 键 词:  钢管  徐变  收缩  承载力

Numerical Analysis of the Influence of Long-term Loads on Bearing Capacity of CCRST
Huang Xiaohui. Numerical Analysis of the Influence of Long-term Loads on Bearing Capacity of CCRST[J]. Fujian Construction Science & Technology, 2009, 0(5): 20-21
Authors:Huang Xiaohui
Affiliation:Huang Xiaohui
Abstract:A concrete stress-strain models under long-term loads is introduced by modifying the short-term concrete model to incorporate effects of creep,shrinkage and also long-term stress level for concrete in compression.The proposed model was used in the numerical analysis of load-moment interaction relationships of the concrete columns reinforced with concrete filled steel tube(CCRST),which is an ordinary reinforced-concrete column where there is a steel tube designed to be put in the core additionally,to investi...
Keywords:columns  steel tube  creep  shrinkage  bearing capacity  
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