欢迎登录材料期刊网

材料期刊网

高级检索

基于边界元法,本文提出了平面正交各向异性体材料参数识别算法.通过构造以测量位移与边界元计算的相应位移之差的平方和作为目标函数,采用Levenberg-Marquardt方法迭代极小化目标函数,从而把参数识别问题转化为极小化目标函数的问题.同时在识别过程中考虑了测量位移含正态分布的误差,研究测量误差对参数识别结果的影响.算例表明本文提出的参数识别方法是有效的.

参考文献

[1] 程红梅,曹志远.功能梯度材料单参数反演分析[J].玻璃钢/复合材料,2009(03):16-22.
[2] 杨洁,李成,贾红雨,苏玉珍.复合材料层合板孔边应力场的有限元计算[J].玻璃钢/复合材料,2009(03):8-12.
[3] Kavansgh KT;Clough RW .Finite element applications in the characterization of elastic solids[J].International Journal of Solids and Structures,1971,7(01):11-23.
[4] Ayorinde EO. .ELASTIC CONSTANTS OF THICK ORTHOTROPIC COMPOSITE PLATES[J].Journal of Composite Materials,1995(8):1025-1039.
[5] Deobald LB;Gibson RF .Determination of elastic constants of orthotropic plates by a modal analysis/Rayleigh-Ritz technique[J].Journal of Sound and Vibration,1988,124(02):269-283.
[6] Moussu F;Nivoit M .Determination of elastic constants of orthotropic plates by a modal analysis/method of superposition[J].Journal of Sound and Vibration,1993,165(01):149-163.
[7] Jesiel Cunha;Jean Piranda .Application of model updating techniques in dynamics for the identification of elastic constants of composite materials[J].Composites, Part B. Engineering,1999(1):79-85.
[8] Rikards R.;Gailis G.;Chate A. .Identification of elastic properties of laminates based on experiment design[J].International Journal of Solids and Structures,2001(30/31):5097-5115.
[9] 张景涛,王兆清,李淑萍.非均质材料有效模量的数值模拟方法[J].玻璃钢/复合材料,2007(04):53-56.
[10] Brebbia C A;Telles J C F;Wrobel L C.Boundary Element Techniques[M].Beilin:Springer-Verlag,1984
[11] Huang L X;Sun X S;Liu Y H;Cen Z Z .Parameter identification for two-dimensional orthotropic material bodies by the boundary element method[J].Engineering Analysis With Boundary Elements,2004,28(02):109-121.
[12] 王丽娜;郭迟;李鹏.信息隐藏技术实验教程[M].武汉:武汉大学出版社,2004
[13] 张继昌.概率论与数理统计教程[M].杭州:浙江大学出版社,2003
[14] 方安平;叶卫平.Origin7.5科技绘图及数据分析[M].北京:机械工业出版社,2006
[15] 沙定国.误差分析与测量不确定度评定[M].北京:中国计量出版社,2003
[16] Rhee J;Rowlands R E .Stresses around extremely large or interacting multiple holes in orthotropie composites[J].Computers & Structures,1996,61(05):935-950.
上一张 下一张
上一张 下一张
计量
  • 下载量()
  • 访问量()
文章评分
  • 您的评分:
  • 1
    0%
  • 2
    0%
  • 3
    0%
  • 4
    0%
  • 5
    0%