Mechanical property and damage evolution of concrete interface of ballastless track in high-speed railway: Experiment and simulation

• Published in: Construction & building materials Vol. 187; pp. 460 - 473
• Main Authors: Zhu, Shengyang, Wang, Mingze, Zhai, Wanming, Cai, Chengbiao, Zhao, Chunfa, Zeng, Dongfang, Zhang, Jiawei
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 30.10.2018; Elsevier B.V
• Subjects: Analysis; Cohesive zone model; Concrete cracking; Concrete interface; Concretes; Damage evolution; Digital image correlation; Fatigue; Fatigue (Materials); Mechanical properties; Railway slab track; China; Concrete interface; Fatigue; Damage evolution; Railway slab track; Cohesive zone model; Digital image correlation
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2018.07.163

•Full-field evolution of strain distribution of test specimen is obtained using the DIC technique.•Cohesive zone model for describing the interface stress-displacement relationship is proposed.•Interface fatigue S-N curve of a ballastless track in high-speed railways is acquired.•Interface damage evolution of ballastless track under cyclic temperature loads are investigated. The interface damage of ballastless tracks in high-speed railway is considered as one of the most critical damage problems, however, the mechanical property and damage evolution of the concrete interface of ballastless tracks are rarely ascertained, and maintenance of the interface damage has been a heavy burden on the modern railway networks. This work aims to reveal the damage constitutive relationship and fatigue performance of the concrete interface of double-clock ballastless track based on experimental tests and simulation analysis. Firstly, by making the composite specimen composed of half track-slab concrete and half supporting-layer concrete and by designing experiment programs for the interface cracking test, the full-field evolution of strain distribution of the specimen under monotonic splitting loading is obtained based on the digital image correlation (DIC) technique, and the key parameters of a cohesive zone model for describing the interface stress-displacement relationship is determined. Subsequently, the interface damage evolution is investigated by applying cyclic splitting loads, and the interface fatigue S-N curve is acquired and validated by comparing with relevant references. It is found that the fatigue life of the concrete interface can be easily predicted with only knowing its secondary growth rate of the opening displacement amplitude. Furthermore, to elucidate the practical application of the experiment data and proposed models, the interface damage evolution of the double-block ballastless track under monotonic and cyclic temperature gradient loads are investigated, respectively. Simulation results show that much attentions should be paid to the negative temperature gradient load (below −60 °C/m) that could cause initiation of interface cracks. The proposed fatigue S-N curve enable a convenient and effective prediction for the interface fatigue damage of ballastless track with different service state under random loading cycles.