Advertisement

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

Composite Beam Reinforcement Ratio Stress Redistribution Live Load Sustained Load 
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.

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

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

Personalised recommendations