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Elastic Analysis of a Cylindrical Storage Tank by the Coupling Method of Boundary and Finite Elements

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Computational Mechanics ’86

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Abstract

A cylindrical storage tank has a welded steel structure and a diameter /thickness ratio of 2,000 to 10,000, which can be considered as a membrane structure. High bending stresses are applied to the shell-to-annular joint due to the hydrostatic pressure, and the maximum stress concentration occurs at the toe of a fillet weld.

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References

  1. Mayr, M.: Ein integralgleichungsverfahren zur lösung rotations- symmetrischer elastizitätsprobleme. Dissertation. TU München. (1975).

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  5. Kishimoto, K.; Yamaguchi, I.; Tachihara, M.; Aoki, S.; Sakata, M.: Elastic-plastic fracture mechanics analysis by combination of boundary element and finite element methods. Trans. JSME Ser.A. 50 (1984) 1963–1971.

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Author information

Authors and Affiliations

  1. Department of Structural Analysis, Koyo Iron Works & Construction Co., Ltd., Toranomon, Minato-ku, Tokyo, 105, Japan

    S. Yoshida

  2. Department of Precision Machinery Engineering, Faculty of Engineering, University of Tokyo, Hongo, Bunkyo-ku, Tokyo, 113, Japan

    T. Miyoshi

Authors
  1. S. Yoshida
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  2. T. Miyoshi
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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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Yoshida, S., Miyoshi, T. (1986). Elastic Analysis of a Cylindrical Storage Tank by the Coupling Method of Boundary and Finite Elements. In: Yagawa, G., Atluri, S.N. (eds) Computational Mechanics ’86. Springer, Tokyo. https://doi.org/10.1007/978-4-431-68042-0_44

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  • DOI: https://doi.org/10.1007/978-4-431-68042-0_44

  • 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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