节点文献

一维杆的纵向热弹性动力响应瞬态分析

Transient analysis of longitudinal thermal dynamic elastic response for one dimensional bar

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 盛宏玉李和平叶建乔柳兆涛

【Author】 SHENG Hong-yu1,LI He-ping1,YE Jian-qiao2,LIU Zhao-tao1(1.School of Civil Engineering,Hefei University of Technology Anhui Hefei,230009;2.School of Civil Engineering,University of Leeds,Leeds LS2 9JT,UK)

【机构】 合肥工业大学土木与水利工程学院利兹大学土木工程学院

【摘要】 引入状态空间理论,并在时域内应用差分格式,建立了一维杆热耦合问题的状态方程,分析了一维杆纵向热弹性动力响应的瞬态过程。杆的温度和力学边界条件在状态方程的求解过程中能够得到严格满足。算例表明,本文方法可以方便地计算和显示温度场和弹性场的瞬变过程,且收敛于最终的稳态结果。因此,用本文方法分析瞬态温度应力问题是非常有效性的。

【Abstract】 The state space theory is introduced and difference scheme in time domain is applied to establish the state equation for thermal-coupled problem of one dimensional bar and the transient process of thermal dynamic elastic response is analyzed.The temperature and mechanical boundary conditions of the bar can be satisfied exactly in the solving process of the state equation.Numerical examples illustrate that the present method can calculate and show the transient varying process easily for the temperature and mechanical fields and the results are approaching to their final stable values.Hence,the present method is efficient in the analysis of transient thermal stress.Furthermore,the present method can be extended to analyze the transient coupling thermal stress of various 2D or 3D composite laminated structures.

【基金】 安徽省自然科学基金资助项目(070414190)
  • 【文献出处】 安徽建筑工业学院学报(自然科学版) ,Journal of Anhui Institute of Architecture & Industry(Natural Science) , 编辑部邮箱 ,2010年03期
  • 【分类号】O343.6
  • 【被引频次】7
  • 【下载频次】82
节点文献中: 

本文链接的文献网络图示:

本文的引文网络