Keyphrases
Abutment
50%
Bridge Foundation
50%
Building Bridges
50%
Continuum Damage Modeling
50%
Crack Propagation Rate
50%
Fatigue Crack Initiation
100%
Fatigue Crack Propagation
100%
Final Failure
50%
Global-local Modeling
50%
Induced Cracking
50%
Initial Crack
50%
Integral Abutment Bridge
100%
Maximum Stress
50%
Modeling Approach
100%
Multistep Procedure
50%
Nonlinear Finite Element Method
50%
Propagation Path
50%
Propagation Rate
100%
Rate of Increase
50%
Simulated Case
50%
Thermal Fatigue
50%
Three-dimensional (3D)
50%
Engineering
Abutment
50%
Crack Initiation
100%
Crack Initiation Fatigue
50%
Crack Propagation
50%
Critical Location
50%
Fatigue Crack Propagation
100%
Final Failure
50%
Finite Element Modeling
50%
Induced Fatigue
50%
Initial Crack
50%
Integral Abutment Bridge
100%
Maximum Stress
50%
Propagation Path
50%
Rate Increase
50%
Remaining Life
50%