Shakedown for slab track substructures with stiffness variation

Keyphrases

• Competitive Effect 33%
• Finite Element Analysis 33%
• Long-term Response 33%
• Moving Load 33%
• Moving Train Load 33%
• Railway Substructure 100%
• Shakedown 100%
• Shakedown Analysis 66%
• Shakedown Limit 100%
• Shakedown Theorem 33%
• Slab Track 100%
• Stiffness Modulus 66%
• Stiffness Variation 100%
• Subgrade 33%
• Substructure 33%
• Track Analysis 33%
• Train Load 33%
• User Defined Material 33%
• Variation Ratio 33%

Engineering

• Finite Element Method 33%
• Moving Load 33%
• Slab Track 100%
• Stiffness Modulus 66%
• Subgrade 33%
• Term Response 33%