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Stress Analysis

  • Curt F. Kollbrunner
  • Konrad Basler

Abstract

The normal stress components σ and the shear stress components τ shall satisfy the following usual sign convention: Stress components acting on a cross section whose outer normal points in the positive direction of some coordinate axis shall be considered to be positive whenever they point in the direction of a positive axis. If the cross section, on the other hand, has an outward normal pointing towards the negative part of the axis, then positive stress components point towards the negative parts of the coordinate axis as well.

Keywords

Shear Flow Longitudinal Displacement Torsional Moment Warping Function Shear Center 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. 1.
    Boenscheuer, F. W.: Systematische Darstellung des Biege-und Verdrehvorganges, unter besonderer Berücksichtigung der Wölbkrafttorsion. Stahlbau 21 (1952) 1.Google Scholar
  2. 1.
    Heilig, R.: Der Schubverformungseinfluß auf die Wölbkrafttorsion von Stäben mit offenem Profil. Stahlbau 30 (1961) 97.Google Scholar
  3. 1.
    Maillabt, K.: Zur Frage der Biegung. Schweiz. Bauztg. 77 (1921) 195.Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 1969

Authors and Affiliations

  • Curt F. Kollbrunner
    • 1
    • 2
  • Konrad Basler
    • 3
  1. 1.Zollikon/ZurichSwitzerland
  2. 2.Institute for Engineering ResearchZurichSwitzerland
  3. 3.Basler & Hofmann Consulting EngineersZurichSwitzerland

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