Keyphrases
ABAQUS
43%
Abaqus Explicit
25%
Beam Element
43%
Bilinear
26%
Composite Beam
50%
Compressive Strength
50%
Computational Challenges
50%
Concrete Behavior
25%
Concrete Damage Plasticity
25%
Crack Pattern
43%
Dynamic Explicit
30%
Experimental Curve
33%
Experimental Validation
50%
Explicit Solution
20%
Externally Bonded Fibers
50%
Fiber Reinforced Polymer
50%
Finite Element Model
60%
Finite Element Modeling
50%
Flexural Behavior
50%
Four-point Bending
51%
Grouting
50%
Haunch
33%
Hexahedral Element
66%
Incompatible Modes
41%
Linear Tetrahedral Elements
25%
Load-deflection Curve
25%
Load-slip Curve
33%
Mesh Bias
41%
Mesh Size
33%
Modeling Options
20%
Modeling Techniques
30%
Nonlinear Finite Element Analysis
100%
Nonlinear Finite Element Method
50%
Numerical Investigation
25%
Numerical Results
25%
Polymer Sheet
20%
Post-failure
26%
Post-yield
26%
Progressive Collapse
26%
Reinforced Concrete Beam
100%
Shear Capacity
33%
Solution Scheme
50%
Steel Rebar
50%
Steel Reinforcement
26%
Stress-strain
36%
Structured Mesh
58%
Tensile Damage
25%
Three-dimensional (3D)
60%
Truss Element
53%
Unstructured Mesh
75%
Engineering
Acceptable Level
16%
Aspect Ratio
16%
Beam Element
41%
Composite Beam
50%
Compressive Strength
50%
Computational Cost
33%
Concrete Element
16%
Crack Propagation
16%
Design Guideline
16%
Engineering
16%
Ensure Stability
16%
Experimental Result
33%
Explicit Scheme
16%
Explicit Solution
33%
Fiber-Reinforced Polymer
50%
Finite Element Method
100%
Finite Element Modeling
83%
Flexural Behavior
50%
Flexure
16%
Frictional Behavior
16%
Geometrically Nonlinear Analysis
16%
Good Agreement
66%
Grout
16%
Implicit Scheme
16%
Input Parameter
16%
Load-Deflection Curve
25%
Material Constant
16%
Material Model
16%
Mesh Size
33%
Modeling Strategy
16%
Nonlinear Analysis
16%
Nonlinear Behavior
16%
Numerical Modeling
16%
Numerical Prediction
16%
Parametric Study
16%
Plasticity Model
25%
Point Bending
25%
Propagation Model
16%
Reinforced Concrete
16%
Reinforced Concrete Beam
100%
Research Group
16%
Shear Behavior
33%
Steel Rebar
66%
Steel Reinforcement
29%
Structured Mesh
50%
Tensiles
25%
Test Result
37%
Tetrahedral Element
37%
Three-dimensional Mesh
16%
Young's Modulus
16%
