对青路面进行基于模糊模块的层级弹性分析,以提高疲劳寿命预测
Artur Zbiciak1, Denys Volchok2, Zofia Kozyra3
1Institute of Roads and Bridges, Faculty of Civil Engineering, Warsaw University of Technology, Al. Armii Ludowej 16, 00-637 Warsaw, Poland.
Materials (Basel, Switzerland)
|July 12, 2025
概括
这项研究引入了一种使用模糊集合理论评估青路面疲劳寿命的新方法,考虑到材料性质的不确定性. 该方法通过在可变条件下提供现实的疲劳预测来提高路面设计可靠性.
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
- 运输工程 运输工程
背景情况:
- 青路面的疲劳性能对于基础设施的寿命至关重要.
- 材料属性的不确定性,如弹性模块,挑战了传统的路面设计.
- 确定性模型往往过于简化了路面材料中的现实世界的变化.
研究的目的:
- 开发一种用于评估青路面疲劳性能的新方法.
- 将模糊集合理论纳入青层弹性模块中的模拟不确定性.
- 为了提高路面疲劳寿命预测的可靠性.
主要方法:
- 模糊数字与分析多层弹性路面模型的整合.
- 应用阿尔法切割表示和模糊化技术.
- 在分层弹性半空间模型中使用基于模糊模块的参数.
主要成果:
- 获得了关键应变反应和相关疲劳寿命的模糊估计.
- 与确定性方法相比,该方法实际上捕捉了物质性质的不确定性.
- 为疲劳寿命参数提供了模糊的界限,使得路面设计具有坚固性.
结论:
- 拟议的模糊集合理论方法提高了青路面性能的预测可靠性.
- 这种方法在材料不确定性下提供了更现实的路面疲劳评估.
- 该技术支持更强大,更可靠的路面工程设计.
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