空腔壳基础弹塑性有限元分析

张玉梅; 宋玉普; 赵云飞; 董傲霜

doi:10.13204/j.gyjz200511018

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空腔壳基础弹塑性有限元分析

doi: 10.13204/j.gyjz200511018

1.
1. 大连理工大学近海与海岸工程重点实验室大连 116024;
2.
2. 锦州市实华建筑有限公司锦州 121001;
3.
3. 辽宁工学院土木建筑系锦州 121001

详细信息

作者简介:
张玉梅女 1972年?8月出生博士研究生

中图分类号: TU470.3
计量
- 文章访问数: 64
- HTML全文浏览量: 1
- PDF下载量: 50
- 被引次数: 0
出版历程
- 收稿日期: 2005-06-06
- 刊出日期: 2005-11-20

ELASTOPLASTIC FINITE ELEMENT ANALYSIS OF HOLLOW SHELL FOUNDATION

1.
1. Key Laboratory of Offshore &Coastal Works,Dalian University of Science &Engineering Dalian 116024;
2.
2. Jinzhou Shihua Construction Co.,Ltd. Jinzhou 121001;
3.
3. Civil Construction Department,Liaoning Engineering College Jinzhou 121001

摘要

摘要: 对1∶10空腔壳基础模型结构的破裂进行了弹塑性有限元分析、计算值与试验值的比较，说明了计算模型和计算参数基本合理；得到了基础筒壁破裂过程中筒壁应力-应变的变化规律，为烟囱基础的设计提供了理论依据。
- 空腔壳基础 /
- 弹塑性有限元 /
- 应力 /
- 应变 /
- 开裂
Abstract: The nonlinear finite element analysis of 1∶10 reinforced concrete wall of a chimney foundation model is carried out.Comparison between the analytic strain and the experimental strain shows that the analytic model and parameters are reasonable.A changing law of the stress-strain during cracking of the foundation wall is obtained, which provides a theoretical basis for the design of the chimney foundation.
- the hollow shell foundation, nonlinear finite element, stress, strain, cracking /

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参考文献(7)

Altman W, Young D H. Stress in Thin Conical Shell. International Association for Bridge and Structural Engineering, Swiss Federal Institute of Technology. Zurich: Memoires Abhandlongen Publications, 1968

[2] Tavares S A,Altman W. Stress in Thin Conical. Mechanical Engineering. Uberlandia, Brazil: 1983.11

[3] Tavares S A. Stress and Strains in Conical Shells due to Axisymmetric Loads: Masters Thesis.So Jos dos Campos, So Paulo: Aeronautical Institute of Technology

[4] Jianping P, Harik E. Iterative FD Solution to Bending of Axisymmetric Conical Shells. J.struct.Engng, ASCE,1990,116

[5] Tavares S.A Thin Conical Shells with Constant Thickness and under Axisymmetric Load. Computers Structures, 1996, 60(6)

[6] 何崇璋.空腔壳基础.北京:科学出版社,1985.17～26

[7] 吕恒林,崔广心.钢筋混凝土单层井壁破裂的数值模拟研究.地下空间,2001,21(5)

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