XIE Su-chao, TIAN Hong-qi, YAO Song. Finite element analysis of composite structure of eccentric beam and plate[J]. Journal of Traffic and Transportation Engineering, 2006, 6(4): 5-9.
Citation: XIE Su-chao, TIAN Hong-qi, YAO Song. Finite element analysis of composite structure of eccentric beam and plate[J]. Journal of Traffic and Transportation Engineering, 2006, 6(4): 5-9.

Finite element analysis of composite structure of eccentric beam and plate

More Information
  • Author Bio:

    Xie Su-chao(1983-), male, graduate student, 86-731-2656675, xsc0407@163.com

    Tian Hong-qi(1959-), female, PhD, professor, 86-731-2655390, thq@mail.csu.edu.cn

  • Received Date: 2006-07-21
  • Publish Date: 2006-12-25
  • In order to deal with the eccentric connection problems of plate and beam reasonably in the structural analysis of vehicle, the constraint equations to the correlative nodes of plate and beam were involved in their balance equations, based on the theories of penalty element method and Lagrange multiplier method, which can solve the contribution problem of the eccentric connection to unitary stiffness matrix.A finite element program was worked out to solve the static intensity calculation problem of composite structure.Numerical computation result shows that the results of the two methods are both close to those obtained by finite element software ANSYS 9.0, the maximum errors of displacement and stress are respectively less than 1% and 2%, it indicates that the two methods are effective on dealing with the composite structure of plate and beam.

     

  • loading
  • [1]
    Yao Shu-guang, Xu Ping. Chinese components of high-speed maglev train body[J]. Journal of Traffic and Transportation Engineering, 2004, 4(2): 40-44. (in Chinese) doi: 10.3321/j.issn:1671-1637.2004.02.010
    [2]
    Zhu He-hua, Miao Yuan-bing. Problems in calculating composite structure with FEM and their counter measures[J]. Rock and Soil Mechanics, 2005, 26(9): 1 437-1 442. (in Chinese) doi: 10.3969/j.issn.1000-7598.2005.09.018
    [3]
    Yao Shu-guang. Modeling study on sheet-beam unit construction with I-deas finite element[J]. Electric Drive for Locomotive, 2000, 29(6): 22-24. (in Chinese) doi: 10.3969/j.issn.1000-128X.2000.06.007
    [4]
    Peng Zu-yang. Finite element analysis of composite structures of beam and plate[J]. Management and Technology, 2001, 16(4): 20-22. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XDKD200502009.htm
    [5] 彭国伦. Fortran 95程序设计[M]. 北京: 中国电力出版社, 2002.
    [6]
    Sun Miao-zhong. A method of treating the link of plate-beam composite elastic structures[J]. Journal of Tianjin Institute of Light Industry, 1998, 13(1): 30-36. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TQYX801.006.htm
    [7]
    Qu Sheng-nian. Penalty element method in finite element analysis for composite structures[J]. Act Mechanic Solid Sinic, 1982, 3(4): 555-559. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GTLX198204007.htm
    [8]
    Bathe K J. Finite Element Procedures[M]. New Jersey: Prentice Hall, Englewood Cliffs, 1996.
    [9]
    Yuan Jin-gen. Calculation of column supported shear-wall stress using combination method of plan element and bar element[J]. Industrial Architecture, 1998, 35(8): 21-24. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GYJZ808.005.htm
    [10] 龙志飞, 岑松. 有限元法新论原理程序进展[M]. 北京: 中国水利水电出版社, 2001.
    [11]
    Yao Song, Tian Hong-qi. Construction and application of DKQ bending element[J]. Journal of Traffic and Transportation Engineering, 2006, 6(1): 16-19. (in Chinese) http://transport.chd.edu.cn/article/id/200601003
    [12] 谢贻权, 何福保. 弹性和塑性力学中的有限单元法[M]. 北京: 机械工业出版社, 1981.
    [13]
    Fu Yong-hua. Some explanation about rigid matrix of eccentric beam[J]. Mechanics and Practice, 1996, 18(2): 65-67. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LXYS602.024.htm
    [14]
    Zhu Heng-wei, Yang Guang-song, Fang Chi-feng. Selection of penalty factor of penalty element method in finite element analysis for composite structures[J]. Act Mechanic Solid Sinic, 1996, 17(1): 77-80. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GTLX601.010.htm

Catalog

    Article Metrics

    Article views (267) PDF downloads(274) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return