Keyphrases
Finite Element Formulation
100%
Fiber Reinforced Concrete
100%
Tension Stiffening
100%
Discrete Crack
100%
Rebar
66%
Reinforced Concrete
50%
Reinforced Concrete Members
50%
Reinforcing Fibers
50%
Uniaxial Loading
33%
Concrete Interface
33%
Steel Rebar
33%
Bond-slip Behavior
33%
Cracked Section
33%
Stiffening Behavior
33%
Relative Displacement
16%
Variational Principle
16%
Local Behavior
16%
Global Behavior
16%
Loading Method
16%
Concrete Crack
16%
Fracture Energy
16%
Loading Conditions
16%
Slip Mechanism
16%
Unit Volume
16%
Pullout
16%
New Elements
16%
Tensile Stress
16%
Mathematical Formulation
16%
Uniaxial Tension
16%
Uncracked
16%
Localization Effect
16%
Fiber Bridging
16%
Crack Localization
16%
Low Tensile Strength
16%
Nonlinear Formulation
16%
Used Parts
16%
Tensile Force
16%
Bond-slip
16%
Simplified Approach
16%
Hybrid Finite Element
16%
Fiber Volume
16%
Concrete Section
16%
Engineering
Finite Element Formulation
100%
Steel Rebar
100%
Fiber-Reinforced Concrete
100%
Concrete Member
50%
Reinforced Concrete
50%
Experimental Result
16%
One Dimensional
16%
Bridging
16%
Loading Condition
16%
Test Result
16%
Tensile Stress σ
16%
Relative Displacement
16%
Tensile Force
16%
Low Tensile Strength
16%
Fracture Energy
16%
Finite Element Analysis
16%