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Shear-Reinforced Concrete Breakout Failure in TensionLoaded Anchor Groups
Benjamin L. Worsfold
, Dara Karać
, Jack P. Moehle
Civil, Environmental, and Geo- Engineering
Research output
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Contribution to journal
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Article
›
peer-review
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Keyphrases
Shear Reinforcement
100%
Reinforced Concrete
100%
Anchoring Group
100%
Concrete Breakout Failure
100%
Connection Strength
50%
Distributed Shear
50%
Reinforced
25%
Design Approach
25%
Beneficial Effects
25%
Finite Element Model
25%
Physical Simulation
25%
Bar Spacing
25%
Strength Capacity
25%
Cast-in-place
25%
Reinforcement Configuration
25%
Concrete Foundation
25%
Steel Column
25%
Headed Anchor
25%
Displacement Capacity
25%
Axially Loaded Column
25%
Cone Failure
25%
Foundation Slab
25%
Physical Test
25%
Engineering
Shear Reinforcement
100%
Anchors
100%
Reinforced Concrete
100%
Cast-in-Place
25%
Finite Element Modeling
25%
Full Scale
25%
Beneficial Effect
25%