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杆系结构非线性静力分析的数值模拟 被引量:4

Numerical Simulation of Nonlinear Static Analysis for Frames
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摘要 介绍了结构稳定和非线性分析的基本概念及其二者的关系,利用ANSYS对杆系结构的非线性静力问题进行了数值模拟,如结构稳定、几何非线性和物理非线性等,并说明了求解的基本过程和应注意的问题。通过大量计算分析及其与理论解的比较表明,ANSYS对这些问题的数值模拟具有很大的优越性,既可用于理论研究,又能指导工程设计和实践。 In this paper, the basic concepts of structure stability and nonlinear analysis are introduced in detail.The relationship between the stability and nonlinear analysis for frames is discussed. The numerical simulation of nonlinear static analysis for frames, such as structure stability,geometry and physical nonlinear analysis,is studied with the commercial FEA program ANSYS. The basic solving process and some specific problems, which deserve special attention, are explained. After examples of frames are analyzed, the results obtained through ANSYS are compared with those of theoretical analysis, showing that numerical simulation of these problems with ANSYS has many advantages, and that the method can not only be applied in the research of theory but also be used in the design and construction of engineering structures.
出处 《石家庄铁道学院学报》 2004年第2期5-10,共6页 Journal of Shijiazhuang Railway Institute
关键词 杆系结构 非线性分析 数值模拟 结构稳定 frames nonlinear analysis numerical simulation structure stability
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参考文献9

  • 1王娜,陈昕,沈世钊.网壳结构弹塑性大位移全过程分析[J].土木工程学报,1993,26(2):19-28. 被引量:16
  • 2Simo J C. Athree-dimensional finite strain rod model[J]. Comput. Meth. Appl. Mech. Eng., 1986,58:79-116
  • 3Bathe K J. Large displacment analysis of three-dimensional beam structures[J]. IJNME,1979,14:961-986
  • 4Frish-Fay,R. Flexible Bars[M]. London:Butterworths,1962.73-91
  • 5Crivelli L A,Felippa C A. A three-dimensional non-linear timoshenko beam based on the core-congruential fprmulation[J]. IJNME, 1993,36:3647-3673
  • 6Nee K M, Haldar A. Elastoplastic nonlinear post-buckling analysis of partially restrained sapce structures[J]. Comput. Meth. Appl. Mech. Eng., 1988,71:69-97
  • 7Meek J L, Tan H S. Geometrically nonlinear analysis of space frames by an incremental iterative technique[J]. Comput. Meth. Appl. Mech. Eng., 1984,47:261-282
  • 8Papadrakakis M. Post-buckling analysis of spatial structures by vector iteration methods[J]. Comput.Struct.,1981,14:393-402
  • 9湖南大学编写组.土木工程力学手册[M].北京:人民交通出版社,1991.1068-1080.

二级参考文献3

  • 1陈昕,土木工程学报,1990年,3期
  • 2陈昕,1990年
  • 3Chan S L,Int J Num Methods Eng,1988年,26卷,2657页

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