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当前刚度系数在前屈曲分析中的应用

Application of Current Stiffness Parameter in Pre-buckling Analysis

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【作者】 程再玲韩承双盛宏玉

【Author】 CHENG Zai-ling1,HAN Cheng-shuang2,SHENG Hong-yu3( 1. Instituteof Math & Compu Tech , Anqing Teacher College, Anhui Anqing 246011, China; 2. Instituteof Computers &Information,Anqing Teacher College, Anhui Anqing 246011, China; 3. Institute of Civil Engineering, Hefei University of Technology, Anhui Hefei230009, China )

【机构】 安庆师范学院数学与计算科学学院安庆师范学院计算机与信息学院合肥工业大学土木建筑工程学院 安徽安庆246011安徽安庆246011安徽合肥230009

【摘要】 在有限元分析中,非线性问题最终都归结为求解非线性代数方程组.基于增量法的当前刚度系数,具有趋零特性.即随着载荷向临界点靠近,当前刚度系数单调收敛于零.利用这一特性,可以用以确定载荷增量步长,并利用前屈曲分析各解点上当前刚度系数值构造拉格朗日插值,用以确定临界载荷.最后,通过算例验证了本算法的有效性.

【Abstract】 Nonlinear problems in finite element analysis are virtually the solution of nonlinear algebraic equations. Thecurrent stiffness parameter based on the incremental method has characteristic tending to zero, namely it will monotonouslyconverges to zero along with load near to critical point. So, it can be used to determine the step of load increment, bythis characteristic, and to determine the critical load through Lagrange interpolation on current stiffness parameter basedon the information of solution point of pre-buckling analysis. Finally, numerical examples are given to validate the ef-fectiveness of the algorithm.

  • 【文献出处】 河北工业大学学报 ,Journal of Hebei University of Technology , 编辑部邮箱 ,2006年01期
  • 【分类号】O344
  • 【被引频次】2
  • 【下载频次】37
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