Keyphrases
ABAQUS
33%
Beam Element
66%
Bending Stiffness
33%
Bilinear
33%
Computational Challenges
100%
Concrete Damage
33%
Crack Pattern
66%
Experimental Validation
100%
Explicit Dynamics
33%
Finite Element Model
33%
Finite Element Modeling
100%
Four-point Bending
33%
Geometric Nonlinearity
33%
Hexahedral Element
33%
Incompatible Modes
33%
Law
33%
Mesh Bias
33%
Nonlinear Model
33%
Perfect Bonding
33%
Plain Concrete
33%
Plastic Model
33%
Post-failure
33%
Post-yield
33%
Progressive Collapse
33%
RC Structures
33%
Rebar
33%
Reduced Integration
33%
Steel Rebar
100%
Steel Reinforcement
33%
Steel-concrete
33%
Stress-strain
33%
Structured Mesh
66%
Tetrahedral Element
33%
Truss Element
66%
Unstructured Mesh
100%
Engineering
Beam Element
50%
Bending Stiffness
25%
Good Agreement
50%
Nonlinear Model
25%
Plain Concrete
25%
Plastic Model
25%
Predicted Result
25%
Reduced Integration
25%
Steel Rebar
100%
Steel Reinforcement
25%
Structured Mesh
50%
Test Result
25%
Tetrahedral Element
25%