[1]颜全胜,王頠,邹巧鸿..钢管混凝土受压构件的弹塑性承载力分析[J].郑州大学学报(工学版),2003,24(02):29-32.[doi:10.3969/j.issn.1671-6833.2003.02.008]
　Yan Quansheng,WANG Ping,Zou Qiaohong.Elastoplastic bearing capacity analysis of compression members of steel tube concrete[J].Journal of Zhengzhou University (Engineering Science),2003,24(02):29-32.[doi:10.3969/j.issn.1671-6833.2003.02.008]

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钢管混凝土受压构件的弹塑性承载力分析()

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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:

24

期数:

2003年02期

页码:

29-32

栏目:

出版日期:

1900-01-01

文章信息/Info

Title:

Elastoplastic bearing capacity analysis of compression members of steel tube concrete

作者:

颜全胜; 王頠; 邹巧鸿.

华南理工大学桥梁工程系,广东,广州,510640, 河南省南阳市盛华建筑有限公司,河南,南阳,473000

Author(s):

Yan Quansheng; WANG Ping; Zou Qiaohong

关键词:

钢管混凝土;  压弯构件;  极限承载力;  弹塑性分析;  有限元

Keywords:

steel tube concrete;  bending members;  ultimate bearing capacity;  elastoplastic analysis;  Finite elements

DOI:

10.3969/j.issn.1671-6833.2003.02.008

文献标志码:

A

摘要:

采用基于纤维模型的分段分块的杆系结构有限元方法,推导了钢管混凝土压弯构件的弹塑性刚度矩阵,提出了计算钢管混凝土压弯构件弹塑性稳定承载力的计算模型,编制了相应的计算程序.采用提出的方法和程序,计算了圆管截面的钢管混凝土轴向受压、偏心受压长柱的弹塑性极限承载力,理论分析结果与文献报道的试验和理论结果吻合良好.

Abstract:

The elastic-plastic stiffness matrix of steel tube concrete bending members is derived by using the finite element method of segmented and block rod structure based on fiber model, and a calculation model for calculating the elastic-plastic stable bearing capacity of steel tube concrete bending members is proposed, and the corresponding calculation program is compiled. The proposed method and procedure were used to calculate the elastoplastic ultimate bearing capacity of the axial compression and eccentric compression long column of steel tube concrete with round pipe cross-section, and the theoretical analysis results were in good agreement with the experimental and theoretical results reported in the literature.

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