在重型铁路中对钢筋混凝土梁的碳化和腐蚀耐久性评估,采用多物理合式分析方法
Wu-Tong Yan1,2, Lei Yuan1,2, Yong-Hua Su1,2
1Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China.
重型列车导致钢筋混凝土梁裂,导致加速恶化. 一种新的方法表明,重负荷随着时间的推移显著降低了梁的刚性,影响了铁路基础设施的耐用性.
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
- 结构的耐用性 结构的耐用性
背景情况:
- 重型铁路运营导致钢筋混凝土梁发生重大裂.
- 裂允许环境进入,加速混凝土碳化和钢条腐蚀.
- 这种相互作用导致快速恶化和结构耐用性降低.
研究的目的:
- 为钢筋混凝土梁开发一个多物理场合耐用性评估方法.
- 分析混凝土裂,碳化和钢铁腐蚀之间的相互作用.
- 评估不同负载条件对梁度降低的影响.
主要方法:
- 提出了一种连续合方法,将混凝土梁裂变,碳化和钢条腐蚀整合在一起.
- 使用裂纹宽度,碳化受时间和钢铁腐蚀率作为相互作用参数.
- 评估了不同负载下的8米梁的变化形态和刚性降解规律.
主要成果:
- 在重型列车线路上的梁在100年内最大的相对刚度降低了20.0%.
- 轻轨线路上的梁显示最大相对刚度降低仅为7.4%.
- 结构度退化与运行负载水平有很强的相关性.
结论:
- 梁裂变是重型和轻型列车线路之间观察到的差异硬度降解的关键因素.
- 拟议的多物理合方法有效地评估了钢筋混凝土梁的耐用性.
- 运营负载管理对于保持铁路基础设施的长期耐用性至关重要.
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