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ORIGINAL RESEARCH article
Front. Built Environ.
Sec. Transportation and Transit Systems
Volume 10 - 2024 |
doi: 10.3389/fbuil.2024.1463012
Simulation study on crack extension law of asphalt pavement under temperature effect
Provisionally accepted- School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha, China
In modern highway construction, asphalt pavement is a widely used structural form, which is susceptible to various external conditions, among which the temperature influence is the most significant. In the paper, the cohesion model is used to simulate the structural cracks of asphalt pavement, the finite element method is used to simulate the asphalt concrete pavement model, and the temperature field simulation model of the pavement is established by using ABAQUS software, with the help of which the spatial distribution of stresses under different temperature conditions is deeply explored, and then the crack expansion law during the process of temperature change is systematically investigated and the effect of temperature loading on the damage degree of the asphalt pavement is also investigated. The effect of temperature loading on the damage degree of asphalt pavement was also studied.
Keywords: asphalt pavement, cohesion modeling, Abaqus, Crack extension, damage
Received: 11 Jul 2024; Accepted: 28 Nov 2024.
Copyright: © 2024 Xie, Xu and Huang. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
* Correspondence:
Hui Xu, School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha, China
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