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筒仓基础大体积混凝土温度场及温度应力仿真研究
引用本文:崔邯龙,沈古成,韩祎霞,张亚鹏.筒仓基础大体积混凝土温度场及温度应力仿真研究[J].煤炭工程,2009(7).
作者姓名:崔邯龙  沈古成  韩祎霞  张亚鹏
作者单位:1. 河北工程大学,土木工程学院,河北,邯郸,056038
2. 北京圆之翰选煤工程技术有限公司,北京,100013
摘    要:论文根据筒仓基础大体积混凝土的特点,运用有限元软件对其温度场及温度应力进行仿真分析,建立了基于ANSYS的筒仓基础大体积混凝土有限元计算模型.该模型针对网格划分方法及混凝土弹性模量随龄期变化等问题进行了技术上的改进.通过与工程实例的对比分析,证明该模型模拟效果良好.

关 键 词:筒仓基础  大体积混凝土  温度场  温度应力  silo′s  foundation

Finite Element Analysis of Temperature Field and Thermal Stress in Mass Concrete of silo's Foundation
CUI Han-long,SHEN Gu-cheng,HAN Yi-xia,ZHANG Ya-peng.Finite Element Analysis of Temperature Field and Thermal Stress in Mass Concrete of silo's Foundation[J].Coal Engineering,2009(7).
Authors:CUI Han-long  SHEN Gu-cheng  HAN Yi-xia  ZHANG Ya-peng
Abstract:According to the characteristics of mass concrete on silo′s foundation,temperature field and thermal stress is analyzed through the finite element software in this paper.The finite element calculation model in mass concrete of silo′s foundation is established based on ANSYS.In this model,meshing method and the problem of concrete elastic modulus variation with time are considered.Through the comparative analysis with engineering examples,it is proved that the model have a good effect in simulating analysis.
Keywords:ANSYS  massive concrete  temperature fields  temperature stress  ANSYS
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