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Longitudinal shear failure evolution of weak interface between prefabricated track slab and filled mortar layer induced by uniform cooling effect

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成果类型:
期刊论文
作者:
Hao Ge;Miao Su;Yanqun Xu;Gonglian Dai;Guotang Zhao
作者机构:
[Hao Ge] School of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China
[Miao Su] School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China
[Yanqun Xu] School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue 639798, Singapore
[Gonglian Dai] Department of Civil Engineering, Central South University, Changsha 410083, China
[Guotang Zhao] China State Railway Group Co., Ltd, Beijing 100844, China
语种:
英文
期刊:
Engineering Failure Analysis
ISSN:
1350-6307
年:
2025
页码:
110043
基金类别:
CRediT authorship contribution statement Hao Ge: Writing – original draft, Software, acquisition, Formal analysis. Miao Su: acquisition, Data curation. Yanqun Xu: Writing – review & editing, Methodology, Conceptualization. Gonglian Dai: Validation, Supervision. Guotang Zhao: Validation, Supervision, Resources.
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
To investigate the shear failure evolution at the weak interface between the prefabricated track slab and the mortar layer used in high-speed railway, push-shear tests were conducted on the 1:1 full-scale structural system. Based on the test results, a bond-slip constitutive model for the weak interface was developed. Additionally, the finite element model, validated by the experimental results, was employed to analyze the nonlinear dynamic evolution process of shear damage at the weak interface under cooling effects. Finally, based on the inte...

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