性能演变和损害评估的CRTS我跟踪Slab在服务状态状态
Hongyao Lu1,2, Wentao Wu1, Yuelei He1
1College of Urban Rail Transportation, Shanghai University of Engineering Science, Shanghai 201600, China.
Materials (Basel, Switzerland)
|May 14, 2025
概括
这项研究量化了使用冲击回声和核心测试的无压轨道板退化. 增加的空隙 (0.5%至3.6%) 与强度降低相关,突出显示关键维护区域.
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
- 结构健康监测 结构健康监测
背景情况:
- 无压轨道板 (CRTS I) 对于现代铁路基础设施至关重要.
- 性能下降和损坏的演变可能会损害安全和使用寿命.
- 现有的评估方法可能无法完全捕捉内部空隙和强度损失.
研究的目的:
- 开发一个定量框架来评估CRTS I无压轨道板的性能退化和损坏.
- 为了将内部空隙分布与承载能力减弱相关联.
- 为了研究降解后在组合负荷下损伤模式.
主要方法:
- 影响回声方法用于空隙分布分析.
- 钻井芯采样和单轴压缩试验用于强度量化.
- 在现场监测轮轨力和温度梯度.
- 用于损坏模拟的三维有限元素建模.
主要成果:
- 空隙分布面积从0.5%增加到3.6%,性能恶化,与核心强度下降22.4%有关.
- 观察到的温度梯度 (-50.4°C/m至100.0°C/m) 超过了设计规格.
- 在恶化的条件下,在紧固件,支柱和孔附近的损坏加剧了.
结论:
- 内部空隙显著影响无压轨道板承载能力.
- 像温度梯度这样的环境因素有助于降解.
- 在高压力区域进行有针对性的维护对CRTS I轨道板至关重要.
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