ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

International Concrete Abstracts Portal

  


Title: Concrete Tensile Breakout at Fully Developed Deformed Bar/Wire Anchors

Author(s): M. James Chen

Publication: Structural Journal

Volume: 117

Issue: 6

Appears on pages(s): 45-57

Keywords: anchor; anchorage; bond; deformed bar/wire; finite element analysis (FEA); nuclear power plant; tensile breakout

Date: 11/1/2020

Abstract:
Deformed bar/wire anchors transfer a tensile load into concrete by a combination of bond between the anchor and the concrete and, in the case of hooked bars, bearing on the anchor hook. The concrete tensile breakout failure is one of the failure modes. This paper presents an analysis of the concrete tensile breakout failure mode for fully developed deformed bar/wire anchors and concludes that the concrete tensile breakout failure mode can govern over steel rupture failure mode in some cases.


ALSO AVAILABLE IN:

Electronic Structural Journal



  

Please enter this 5 digit unlock code on the web page.