基于新型加速循环切割试验的青疲劳失效预测模型的开发
1Department of Civil and Environmental Engineering, Washington State University, Pullman, WA 99163, USA.
Materials (Basel, Switzerland)
|August 28, 2025
概括
一个新的加速循环切割测试评估了泥疲劳,揭示了可塑性控制的故障机制. 一个简化的模型准确地预测了
科学领域:
- 材料科学
- 土木工程
- 地质工程
背景情况:
- 泥中的疲劳损伤会影响青路面的耐用性和使用寿命.
- 现有的疲劳测试耗时,模拟交通不切实际,并难以确定故障机制.
- 目前的焦油疲劳预测模型往往复杂且缺乏准确性.
研究的目的:
- 引入一种新的加速循环切割试验,用于评估石疲劳性能.
- 为了揭示石的疲劳失效机制.
- 开发一个简化的乏失效预测模型.
主要方法:
- 在应力控制模式下使用动态剪切体检仪进行加速循环剪切试验.
- 为了预测疲劳失效,采用了压力和温度变化.
- 研究了负载比对故障时间的影响.
主要成果:
- 拟议的装载方法显示了与可塑性控制的故障相一致的青行为.
- 负载比率显著影响了故障时间,较低的比率增加了它.
- 在负载比率为0.1 (最小应力/最大应力) 的情况下,石的故障时间最长.
结论:
- 这种新型的加速循环切割试验有效地评估了青的疲劳性能和故障机制.
- 一个使用西格形函数的简化疲劳预测模型在各种条件下准确地预测了青的故障时间.
- 这些发现为评估青路面耐用性提供了更有效,更准确的方法.
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