期刊文献+

向量式有限元--一种新型的数值方法 被引量:11

Vector form intrinsic finite element——a new numerical method
原文传递
导出
摘要 介绍一种新型数值方法——向量式有限元的特点与应用.首先结合一个简单的悬臂梁算例,概述向量式有限元的基本原理和有关计算步骤,并将向量式有限元与传统有限元方法的不同之处进行了比较归纳,接着总结了该方法在工程研究领域的应用与发展现状,最后对该新型数值方法尚需完善的方面作了简单说明.既有研究表明,相比传统有限元,向量式有限元能更准确地分析和预测结构在大变形、断裂、碰撞情况下的各种行为,在结构火灾数值模拟、桥梁结构抗震、FRP约束混凝土构件性能模拟等许多研究应用领域都具有良好应用前景.向量式有限元可以作为研究者在研究相关问题时的一个有力工具,也可以为工程设计人员的设计提供一种更精确的手段. This paper presents the features and applications of a new numerical method named vector form intrinsic finite element method.Basic principals and procedures of vector form intrinsic finite element were summarized firstly in four points through a simple cantilever example,and differences were summed up compared with those of traditional finite element method.Then the applications and developments of this method in engineering and research fields was reviewed.The imperfect aspects of the method were supplemented finally.Existing studies show that this method can analyze and predict the discontinuous behaviors such as large deformation,fracture and collision more accurately in a great many fields such as numerical simulation of fire response of structure,bridge seismic and performance of FRP confined concrete structures and so on.Vector form intrinsic finite element can be a powerful tool for both researchers and designers.
作者 卢哲刚 姚谏
出处 《空间结构》 CSCD 北大核心 2012年第1期85-91,共7页 Spatial Structures
关键词 向量式有限元 传统有限元 大变形 断裂 碰撞 vector form intrinsic finite element traditional finite element large deformation fracture collision
  • 相关文献

参考文献33

  • 1TING E C,SHIH C,WANG Y K.Fundamentals of avector form intrinsic finite element:Part 1.Basic proce-dure and a plane frame element[J].Journal of Mechan-ics,2004,20(2):113-122.
  • 2TING E C,SHIH C,WANG Y K.Fundamentals of avector form intrinsic finite element:Part 2.Plane solidelement[J].Journal of Mechanics,2004,20(2):123-132.
  • 3SHIH C,WANG Y K,TING E C.Fundamentals of avector form intrinsic finite element:Part 3.Convectedmaterial frame and examples[J].Journal of Mechanics,2004,20(2):133-143.
  • 4林民廷.二维可变形块体之向量式运动分析[D].台湾:国立中央大学,2006.
  • 5吴思颖.向量式刚架有限元于二维结构之大变位与接触行为分析[D].台湾:中原大学,2005.
  • 6王仁佐 庄清锵 吴东岳等.向量式空间桁架弹塑性大变形分析.中国土木水利工程学刊,2004,:633-646.
  • 7张燕如.钢结构火害之向量式有限元素法分析[D].台湾:国立成功大学,2007.
  • 8BSI.Structural Use of Steelwork in Building,Part8,Code of Practice for Fire Resistance[S],2003.
  • 9LIEN K H,CHIOU Y J,WANG R Z,et al.Nonlinearbehavior of steel structures considering the cooling phaseof a fire[J].Journal of Constructional Steel Research,2009,65:1776-1786.
  • 10LIEN K H,CHIOU Y J,WANG R Z,et al.Vectorform intrinsic finite element analysis of nonlinear be-havior of steel structures exposed to fire[J].Engineer-ing Structures,2010,32:80-92.

二级参考文献12

  • 1Riks E. An increment approach to the solution of snapping and buckling problems [J]. International Journal of Solids Structures, 1979, 15(5): 529--551.
  • 2Crisfield M A. An arc-length method including line searches and accelerations [J]. International Journal of Numerical Methods in Engineering, 1983, 19(2): 1269-- 1289.
  • 3Pellegrino S. Structural computation with the singular value decomposition of the equilibrium [J]. International Journal of Solids Structures, 1993, 30(21): 3025 -- 3035.
  • 4Luo Yaozhi, Lu Jinyu, Geometrically non-linear force method for assemblies with infinitesimal mechanisms [J]. Computers & Structures, 2006, 84(31-32): 2194--2199.
  • 5Lu Jinyu, Luo Yaozhi. Pre- and post-buckling analysis of structures by geometrically nonlinear force method [C]. The 3rd International Conference on Steel and Composite Structures. Mancheste: Taylor & Francis, 2007.
  • 6Ting E C, Shih C, Wang Y K. Fundamentals of a vector form intrinsic finite element: Part I. Basic procedure and a plane flame element [J]. Journal of Mechanics, 2004, 20(2): 113-- 122.
  • 7Wu T Y, Wang R Z, Wang C Y. Large deflection analysis of flexible planar frames [J]. Journal of the Chinese Institute of Engineers, 2006, 29(4): 593 -- 606.
  • 8Wang R Z, Chuang C C, Wu T Y, Wang C Y. Vector form analysis of space truss structure in large elastic-plastic deformation [J]. Journal of the Chinese Institute of Civil Hydraulic Engineering, 2005, 17(4): 633--646.
  • 9Wang C Y, Wang R Z, Tai K C. Numerical simulation of the progressive failure and collapse of structure under seismic and impact loading [C]. 4th International Conference on Earthquake Engineering. Taipei: NCREE, 2006.
  • 10Goldstein H. Classical mechanics [M]. Massachusetts: Addison-Wesley Publishing, 1959.

共引文献25

同被引文献177

引证文献11

二级引证文献45

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部