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Finite Element Analysis of the Stability of Open Thin-Walled Structure with Diaphragms

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Computational Mechanics ’86

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Summary

A Finite Element Method (FEM) for stability analysis of open thin-walled beam with diaphragms is presented. The contribution of the diaphragms to the beam is expressed by means of the auxiliary elastic and geometric stiffness matrices which have been superimposed into the stiffness matrix of beam element, the computation is shown to be conformed with model tests and engineering practices.

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References

  1. “Thin-walled beam by Finite element method and its applications” **’an Jiaotong University, 1977

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  2. S.P. Timoshenko and J.M. Gere “Theory of Elastic stability” 2nd ed. 1961.

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Author information

Authors and Affiliations

  1. The **an Highway Research Institute, China

    Xuekan Yuan & Taili **

  2. 631 Research Institute, China

    Ming Zhi Liu & Liheng Li

Authors
  1. Xuekan Yuan
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  2. Taili **
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  3. Ming Zhi Liu
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  4. Liheng Li
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Editor information

Editors and Affiliations

  1. Department of Nuclear Engineering, The University of Tokyo, 3-1, Hongo 7-chome, Bunkyo-ku, Tokyo 113, Japan

    Genki Yagawa

  2. Center for the Advancement of Computational Mechanics, School of Civil Engineering, Georgia Institute of Technology, 225, North Avenue, Atlanta, GA, 30332, USA

    Satya N. Atluri

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© 1986 Springer Japan

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Yuan, X., **, T., Liu, M.Z., Li, L. (1986). Finite Element Analysis of the Stability of Open Thin-Walled Structure with Diaphragms. In: Yagawa, G., Atluri, S.N. (eds) Computational Mechanics ’86. Springer, Tokyo. https://doi.org/10.1007/978-4-431-68042-0_83

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  • DOI: https://doi.org/10.1007/978-4-431-68042-0_83

  • Publisher Name: Springer, Tokyo

  • Print ISBN: 978-4-431-68044-4

  • Online ISBN: 978-4-431-68042-0

  • eBook Packages: Springer Book Archive

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