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Ein Verbundmodell fuer Stahlbeton unter Beruecksichtigung der Betonschaedigung

Ein Verbundmodell fuer Stahlbeton unter Beruecksichtigung der Betonschaedigung

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The reason for this research are the differences of the bond stress-slip relationships between pullout, push-in and tension tie specimen. A general admitted bond stress-slip law is developed which bases upon analytical consideration. The new developed bond stress-slip law considers the three-dimensional stress state of concrete in front of the rib of the reinforcing bar.

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Keywords

  • Ausdrückkörper und Dehnkörper
  • bond in concrete / analytical bond model / pullout
  • History of engineering & technology
  • push-in and tension tie specimen
  • Technology, engineering, agriculture
  • Technology: general issues
  • Verbundverhalten Stahlbeton / analytisches Verbundmodell / Ausziehkörper

Links

DOI: 10.5445/KSP/1000044866

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