在热力机械合下,复合路面青层的压缩剪切行为和裂纹特性
Shiqing Yu1, You Huang1,2, Zhaohui Liu1
1School of Transportation, Changsha University of Science and Technology, Changsha 410114, China.
Materials (Basel, Switzerland)
|October 16, 2025
概括
这项研究开发了复合材料路面的热力学模型,揭示了温度显著影响裂纹. 现实的温度梯度可以提高路面的耐用性设计和评估.
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
- 机械工程 机械工程
背景情况:
- 在复合材料路面上发生裂是一个由温度和交通驱动的关键故障模式.
- 统一的温度模型无法准确预测裂的传播.
研究的目的:
- 开发和验证复合路面的热力学合模型.
- 分析现实的温度梯度对路面裂纹和疲劳寿命的影响.
主要方法:
- 开发了一种热力学合模型,其中包含了温度模块梯度.
- 使用扩展有限元法 (XFEM) 进行裂传播模拟.
- 采用修改后的巴黎定律来评估疲劳寿命.
主要成果:
- 在合负载下,青层表现出压力-剪切应力状态.
- 增加基模量会减少剪切应力;热应力会引发裂,而交通则决定传播.
- 现场验证证实倾斜的上下裂纹;温度变化导致9.0%的疲劳寿命差异.
结论:
- 拟议的模型准确地捕捉了复杂的边界条件和复合路面中的应力状态.
- 不均的温度梯度对于可靠的路面耐用性设计和评估至关重要.
- 这项研究为在现实的环境和负载条件下评估路面性能提供了更强大的工具.
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