Keyphrases
Analytical Model
25%
Anchorage
50%
Bond Behavior
25%
Bond Stress-slip Relationship
25%
Bond-slip
25%
Bond-slip Behavior
100%
Bond-slip Model
50%
Composite Action
25%
Control Field
100%
Embedded Rebars
100%
Embedment Length
75%
End Slip
25%
Failure Mode
25%
Field Equations
100%
Force Equilibrium
25%
Free End
25%
Local Bond Stress-slip
25%
Low Computational Complexity
25%
Mathematical Functions
25%
Matrix Laboratory (MATLAB)
25%
Nested Iteration
50%
Nonlinear Control
25%
Prediction Accuracy
25%
Rebar
75%
Reinforced Concrete Design
25%
Reinforcement-concrete Interface
25%
Second-order Differential Equation
25%
Slip Distribution
25%
Steel Bar
25%
Structural Joints
25%
Engineering
Accurate Prediction
25%
Analytical Model
25%
Closed Form Solution
50%
Composite Action
25%
Computational Cost
25%
Control Field
100%
Embedded Rebar
100%
Embedment
75%
Experimental Result
25%
Failure Mode
25%
Field Equation
100%
Good Agreement
25%
Joints (Structural Components)
25%
Limited Application
25%
Linear Controller
25%
Order Differential Equation
25%
Reinforced Concrete Design
25%
Slip Model
50%
Steel Bar
25%
Steel Rebar
75%