在低温和重负荷条件下,对半刚性青路面进行动态响应分析
Jinlei Gai1, Xujiao Yang2, Qian Yu3
1College of Forestry, Beihua University, Jilin City, 132013, Jilin Province, China.
Scientific reports
|December 14, 2025
概括
寒冷的天气和繁忙的交通严重破坏了青路面. 这项研究揭示了热应力和动态负载如何导致路面故障,为持久的寒冷地区道路设计提供了见解.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 地质技术工程 地质技术工程
背景情况:
- 寒冷地区的青路面受到热收缩和重负荷的影响,导致裂和.
- 了解热力和机械应力的联合影响对于路面的耐用性至关重要.
研究的目的:
- 在寒冷地区对青路面行为进行全面的热力学合分析.
- 调查动态重载和低温对路面恶化的影响.
主要方法:
- 开发了一个七度自由度 (7-DOF) 车辆模型,用于动态负载模拟.
- 创建了一个具有温度依赖性质的3D有限元素 (FE) 模型.
- 进行过渡热传递分析,模拟冬季冷却事件.
主要成果:
- 8.01 MPa的量化最大表面热应力和0.86 MPa的垂直压力.
- 在青底部观察到有害拉伸力 (90.16 με) 和切割应力度高达0.16 MPa.
- 在移动负载下,在青层底部确定了应力逆转 (压缩到张力).
结论:
- 低温显著加剧压力积累和疲劳损伤在青路面在繁忙的交通.
- 研究结果为设计在寒冷环境中更耐用的路面结构提供了关键的见解.
- 热力学合分析对于在寒冷地区准确预测路面性能至关重要.
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