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Analysis of Warping Structures

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Torsion in Structures

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Abstract

Chapters 5 and 6 developed methods to determine stress distributions in individual cross sections. This chapter now will be concerned with the stress distribution along the length of members, retaining the assumption that the Saint-Venant part of the torsionai resistance may be neglected.

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Authors and Affiliations

  1. Zollikon/Zurich, Switzerland

    Senator h. c, Dr. h. c., Dr. sc. techn. Dipl. Bau-Ing. Curt F. Kollbrunner ETH, SIA (President)

  2. Institute for Engineering Research, Zurich, Switzerland

    Senator h. c, Dr. h. c., Dr. sc. techn. Dipl. Bau-Ing. Curt F. Kollbrunner ETH, SIA (President)

  3. Basler & Hofmann Consulting Engineers, Zurich, Switzerland

    Dr. Ing. (Ph.D.) Dipl. Bau-Ing. Konrad Basler ETH, SIA, M. ASCE (Partner)

Authors
  1. Senator h. c, Dr. h. c., Dr. sc. techn. Dipl. Bau-Ing. Curt F. Kollbrunner ETH, SIA
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  2. Dr. Ing. (Ph.D.) Dipl. Bau-Ing. Konrad Basler ETH, SIA, M. ASCE
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© 1969 Springer-Verlag Berlin Heidelberg

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Kollbrunner, C.F., Basler, K. (1969). Analysis of Warping Structures. In: Torsion in Structures. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-22557-8_7

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  • DOI: https://doi.org/10.1007/978-3-662-22557-8_7

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-662-22559-2

  • Online ISBN: 978-3-662-22557-8

  • eBook Packages: Springer Book Archive

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