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圆钢管混凝土不等偏压柱的有限元计算
引用本文:黄宏,杨超,张安哥,尧国皇. 圆钢管混凝土不等偏压柱的有限元计算[J]. 华东交通大学学报, 2009, 26(6): 11-15
作者姓名:黄宏  杨超  张安哥  尧国皇
作者单位:华东交通大学,土木建筑工程学院,江西,南昌,330013;深圳市市政设计研究院有限公司,广东,深圳,518029
基金项目:国家自然科学基金项目,江西省教育厅科学研究项目 
摘    要:在实际工程中,圆钢管混凝土柱两端有可能承受偏心距不同的压力。利用有限元软件ABAQUS建模对圆钢管混凝土不等偏压柱的荷载一变形关系全过程进行了计算,计算结果与大量试验结果符合良好,这验证了该方法模拟圆钢管混凝土不等偏压柱受力过程的正确性。最后,列出了采用等效长度法和模型柱法对上述试件承栽力的计算结果,通过与试验结果的对比,3种方法均总体偏于安全,其中有限元计算结果吻合最好。

关 键 词:圆钢管混凝土  偏压  承载力  有限元分析

Finite Element Algorithm of Circular Concrete-filled Steel Tubes Columns Subjected to Double Curvature Bending
HUANG Hong,YANG Chao,ZHANG An-ge,YAO Guo-huang. Finite Element Algorithm of Circular Concrete-filled Steel Tubes Columns Subjected to Double Curvature Bending[J]. Journal of East China Jiaotong University, 2009, 26(6): 11-15
Authors:HUANG Hong  YANG Chao  ZHANG An-ge  YAO Guo-huang
Affiliation:HUANG Hong, YANG Chao, ZHANG Ange, YAO Guo-huang ( 1. School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China;2. Shenzhen Municipal Engineer- ing Design and Research Institute Co., Ltd, Shenzhen 518029, China)
Abstract:In practical projects, circular concrete-filled steel tube columns are subjected to double curvature bending possibly. In this paper, load-deformation relationship of circular concrete-filled steel tube columns subjected to double curvature bending are analyzed by finite element software ABAQUS. The calculated results are in good agreement with the experimental results, which verifies the correctness of finite element calculation. Finally, the results of equivalent length method and fiber model method for the calculation of bearing capacity of the above-mentioned specimen are listed. The results of three methods are genemUy conservative and finite dement calculation agrees with experimental results.
Keywords:circular concrete-filled steel tube  eccentric compression  beating capacity  finite element analysis
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