叶碧泉. 横观各向同性结构边界元分析[J]. 工程力学, 1988, 5(3): 13-19.
引用本文: 叶碧泉. 横观各向同性结构边界元分析[J]. 工程力学, 1988, 5(3): 13-19.
Ye Biquan. BOUNDARY ELEMENT ANALYSIS OF 3-D TRANSVERSELY lSOTROPlC STRUCTURES[J]. Engineering Mechanics, 1988, 5(3): 13-19.
Citation: Ye Biquan. BOUNDARY ELEMENT ANALYSIS OF 3-D TRANSVERSELY lSOTROPlC STRUCTURES[J]. Engineering Mechanics, 1988, 5(3): 13-19.

横观各向同性结构边界元分析

BOUNDARY ELEMENT ANALYSIS OF 3-D TRANSVERSELY lSOTROPlC STRUCTURES

  • 摘要: 本文利用边界单元法分析三维横观各向同性结构,引用三个位势函数并利用叠加原理导出了基本解,并且利用基本解的新型结构形式避免了在分界单元计算中所遇到的所谓“奇异积分”的问题。

     

    Abstract: Assuming that transversely isotropic material with its plane of isotropy parallel to the x-y plane, the equilibrum equations are Eiklm u1,km=0 (1) Ejklm is very complicated for transversely is otropic materials.In order to write out fundamental solution of equation(1),we introduce potential functions Φ,Ψ and φ. Using the relation between ui and Φ, ψ, φ, we can take fundamental solution of equation(1),Substituting fundamental solution into boundary integral, the integral equation can be solved by discretisation procedure.

     

/

返回文章
返回