Keyphrases
Pullout
100%
Shear-out
100%
Stud Shear Connections
100%
Shear Resistance
42%
Concrete Grade
42%
Shear Force
28%
Concrete Slab
28%
Numerical Results
14%
Structural Behavior
14%
Finite Element Model
14%
Local Stress
14%
Calibrated Model
14%
Stress Conditions
14%
Interaction Relationship
14%
Simulation Performance
14%
Value Sensitive Design
14%
Strain Conditions
14%
Ductile Damage
14%
Local Strain
14%
Load Transfer Mechanism
14%
Realistic Representation
14%
Nonlinear Simulation
14%
Steel Stud
14%
Stud Connection
14%
Nonlinear Reduction
14%
Parametric Assessment
14%
Engineering
Shear Resistance
100%
Shear Connection
100%
Shear Force
66%
Concrete Slabs
66%
Experimental Result
33%
Stress Condition
33%
Load Transfer
33%
Local Stress
33%
Design Value
33%
Local Strain
33%
Strain Condition
33%
Structural Behavior
33%
Finite Element Modeling
33%