Numerical shakedown and non-shakedown responses of a Tresca half-space to a three-dimensional moving load

Keyphrases

• ABAQUS 20%
• Cumulative Plastic Deformation 20%
• Elastic-plastic 40%
• Flexible Pavement 20%
• Half-space 100%
• Limit Stress 20%
• Load Cycle 20%
• Load Following 20%
• Loadability Limit 20%
• Moving Load 100%
• Moving Surface 20%
• Numerical Solution 20%
• Pavement 20%
• Plastic Strain 20%
• Residual Stress 20%
• Residual Stress Field 20%
• Shakedown 100%
• Shakedown Limit 60%
• Stable State 20%
• Static Load 20%
• Stress-induced 20%
• Surface Load 20%
• Theoretical Solution 20%
• Three Dimensional Finite Element Model 20%
• Three-dimensional (3D) 100%
• Tresca 100%
• Upper Bound Solution 20%
• Yield Condition 20%

Engineering

• Actual Response 50%
• Finite Element Modeling 50%
• Good Agreement 50%
• Induced Residual Stress 50%
• Load Cycle 50%
• Load Limits 50%
• Moving Load 100%
• Moving Surface 50%
• Plastic Deformation 50%
• Plastic Strain 50%
• Residual Stress 50%
• Stable State 50%
• Static Loading 50%
• Stress Field 50%