Keyphrases
Beneficial Effects
14%
Biaxial Tensile Stress
14%
Block Shear Failure
28%
Block Shear Strength
100%
Bolted Connection
100%
Design Codes
14%
Design Equation
14%
Design Recommendations
14%
Double Shear
14%
Ductility
28%
Effective Stress
28%
Finite Element Analysis
14%
Finite Element Model
14%
Fully Developed
14%
Geometric Configuration
14%
High Strength Steel
100%
Material Property Effect
14%
Mild Steel
14%
Numerical Investigation
14%
Pseudo-ductility
14%
Q345
14%
Q690
14%
Q960
14%
Shear Failure Mechanism
14%
Shear Plane
100%
Shear Stress
28%
Shear Yield Strength
14%
Shear Yielding
14%
Steel Grade
42%
Steel Material
42%
Steel Sample
14%
Stress Magnitude
14%
Stress Redistribution
28%
Tensile Stress
14%
Tensile Stress State
14%
Test Elements
14%
Ultimate State
14%
Yield Strength Ratio
14%
Engineering
Beneficial Effect
14%
Bolted Connection
100%
Chemical Shift Anisotropy
14%
Design Code
14%
Design Equation
14%
Effective Stress
28%
Failure Mode
14%
Finite Element Analysis
14%
Finite Element Modeling
14%
Geometric Configuration
14%
High Strength Steels
100%
Mild Steel
14%
Shear Failure
28%
Shear Plane
100%
Shear Strength
100%
Shear Yield Strength
14%
Steel Grade
42%
Stress State
14%
Tensile Stress σ
28%
Tensiles
14%
Yield Point
14%