Two-fold Statically Indeterminate Interaction between Two Unstressed or Prestressed Bonded Tendons and Concrete

  • Hubert Rüsch
  • Dieter Jungwirth
  • Hubert K. Hilsdorf

Abstract

In many cases, particularly when the live-load component is large, top as well as bottom reinforcement must be used to take up varying moments. Then, Eqs. (2.10) and (4.3) are no longer valid. However, they can be used as approximations for the prestress loss in the main tendon when the force in the adjoining tendon is small.

Keywords

Shrinkage 

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