Two-fold Internally Indeterminate Coupling between a Rigid Reinforcement Bonded to Concrete: Solution by the Busemann Method

  • Hubert Rüsch
  • Dieter Jungwirth
  • Hubert K. Hilsdorf

Abstract

In the foregoing sections, it was assumed that the reinforcement is not rigid. However, in the analysis of stress redistributions in a composite beam, a considerable role is played not only by the area of the structural steel member, but also by its moment of inertia.

Keywords

Fatigue Shrinkage Dition nAsH 

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Copyright information

© Springer-Verlag New York Inc. 1983

Authors and Affiliations

  • Hubert Rüsch
    • 1
  • Dieter Jungwirth
    • 2
  • Hubert K. Hilsdorf
    • 3
  1. 1.Technische UniversitätMunichFederal Republic of Germany
  2. 2.Dyckerhoff & Widmann AGMunichFederal Republic of Germany
  3. 3.Institut für BaustofftechnologieUniversität KarlsruheKarlsruheFederal Republic of Germany

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