| 周文明,胡妍.预应力钢柱火灾下的力学特征有限元分析[J].安徽建筑大学学报,2016,24(): |
| 预应力钢柱火灾下的力学特征有限元分析 |
| The prestressed steel column under high temperature the mechanical characteristics of the finite element analysis |
| 投稿时间：2015-09-14 修订日期：2016-02-24 |
| DOI： |
| 中文关键词: 预应力钢柱 火灾 预应力损失 变形特性 |
| 英文关键词: prestressed steel column fire loss of prestressed deformationScharacteristics |
| 基金项目:国家重点基础研究发展计划（973计划） |
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| 摘要点击次数: 2600 |
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| 中文摘要: |
| 利用ANSYS有限元分析软件,对两种不同工况的预应力钢柱在非均匀温度场(火灾)中的受力情况进行分析。通过对构件的温度场和热力耦合分析,得出预应力钢柱在各个时刻的力学特性,并与相同工况下的理论解进行对比,得出其误差在合理范围之内。研究表明：预应力撑杆对钢柱的横向位移的变化起到约束作用；随着温度升高,预应力钢柱的变形也随之加大,钢柱截面愈小预应力钢柱变形愈大。 |
| 英文摘要: |
| By using ANSYS finite element analysis software, the force condition of the prestressing steel columns that in two different working conditions in a non-uniform temperature field were analyzed. Through the analysis of the temperature field and thermal coupling of the component, the mechanical properties of prestressing steel columns in each moment were obtained and it’s error in a reasonable range comparing with the theoretical solutions in the same working conditions. The result shows that the pre-stress struts constraints the transverse displacement of the steel columns, the deformation of prestressing steel columns increases with the temperature increases and also increases with the decreases of the column section size. |
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