A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Concrete Breakout Capacity of Cast-in-Place Anchor under Shear Loading
Since 2001, ACI 319 adopted the CCD equation for the concrete breakout capacity and a modified equation was recently included in 2011. In this study a new equation to predict the concrete breakout capacity of CIP anchor under shear loading was proposed. The equation was derived from multi-variable regression on the test results conducted by the authors and other researchers. It was found that the proposed equation could consistently predict the shear breakout capacity from small to large diameter anchors and edge distances.
Concrete Breakout Capacity of Cast-in-Place Anchor under Shear Loading
Since 2001, ACI 319 adopted the CCD equation for the concrete breakout capacity and a modified equation was recently included in 2011. In this study a new equation to predict the concrete breakout capacity of CIP anchor under shear loading was proposed. The equation was derived from multi-variable regression on the test results conducted by the authors and other researchers. It was found that the proposed equation could consistently predict the shear breakout capacity from small to large diameter anchors and edge distances.
Concrete Breakout Capacity of Cast-in-Place Anchor under Shear Loading
Advanced Materials Research ; 1065-1069 ; 1057-1060
2014-12-11
4 pages
Article (Journal)
Electronic Resource
English
Concrete Breakout Capacity of Cast-in-Place Anchor under Shear Loading
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