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不确定因素影响下混凝土结构温度应力计算

刘健 董福品

人民黄河2016,Vol.38Issue(5):108-110,116,4.
人民黄河2016,Vol.38Issue(5):108-110,116,4.DOI:10.3969/j.issn.1000-1379.2016.05.026

不确定因素影响下混凝土结构温度应力计算

Method for Thermal Stress of Concrete Structure with Influence of Uncertain Factors

刘健 1董福品2

作者信息

  • 1. 中国电建集团华东勘测设计研究院有限公司,浙江 杭州311122
  • 2. 华北电力大学 可再生能源学院,北京 昌平102206
  • 折叠

摘要

Abstract

The thermal stress simulation analysis is the foundation of the temperature control design, and it has important effect on the construction and safety of the project. The thermal stress in concrete structure is influenced by many factors. It selected linear expansion coefficient, elastic modulus, temperature increments and creep rate as 4 main parameters with characteristic of interval distribution. Combining with interval theory and finite element method, the calculation formula for the interval of thermal stress with variation of parameters was deduced based on a comprehensive analysis of the impact of concrete temperature and established calculation method for the thermal stress of concrete structure under the influence of uncertain factors.

关键词

混凝土结构/不确定因素/区间数理论/有限单元法/温度应力

Key words

uncertain factors/interval theory/finite element method/thermal stress

分类

建筑与水利

引用本文复制引用

刘健,董福品..不确定因素影响下混凝土结构温度应力计算[J].人民黄河,2016,38(5):108-110,116,4.

人民黄河

OA北大核心CSTPCD

1000-1379

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