Semi-analytical solution for interfacial debonding of high-speed railway ballastless track under thermal loading using a quasi-dynamic method

DOI10.1016/j.apm.2023.05.006zbMath1525.74148MaRDI QIDQ6072763

Zhi-Ping Zeng, Wanming Zhai, Shengyang Zhu, Unnamed Author

Publication date: 13 October 2023

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

zbMATH Keywords

temperature fieldsemi-analytical solutionballastless trackmixed-mode interfacial debondingquasi-dynamic method

Mathematics Subject Classification ID

Brittle damage (74R05) Special subfields of solid mechanics (74L99)

Cites Work

• Unnamed Item
• Impact of thermal loads on interfacial debonding in FRP strengthened beams
• Conditional time-dependent limit state function model considering damages and its application in reliability evaluation of CRTS II track slab
• A coupled model for investigating the interfacial and fatigue damage evolution of slab tracks in vehicle-track interaction
• Cohesive zone model of FRP-concrete interface debonding under mixed-mode loading
• The formation of equilibrium cracks during brittle fracture. General ideas and hypotheses. Axially-symmetric cracks
• A concise interface constitutive law for analysis of delamination and splitting in composite materials and its application to scaled notched tensile specimens

This page was built for publication: Semi-analytical solution for interfacial debonding of high-speed railway ballastless track under thermal loading using a quasi-dynamic method