在双线重型运输铁路下混凝土箱子底层的动态响应分析
Jinglei Liu1,2, Yinghui Jin1, Bo Zhao1
1Hebei University of Architecture, Zhangjiakou, Hebei, China.
PloS one
|January 20, 2026
概括
新型混凝土箱子底层显著降低了列车负载下的动态应力,位移和加速. 这种创新的结构提供了优越的振动缓解和增强的结构完整性,相比传统的次级.
科学领域:
- 土木工程 土木工程是指土木工程.
- 地质技术工程 地质技术工程
- 结构工程 结构工程
背景情况:
- 传统填充次级由于土地稀缺和材料短缺而面临挑战.
- 钢筋混凝土为下层建筑提供了一个潜在的替代方案.
- 需要新的结构形式来提高铁路轨道性能.
研究的目的:
- 评估一种新型混凝土箱子子级的可行性和性能.
- 为了比较混凝土箱子基层与传统基层的动态反应.
- 在不同列车运行条件下分析应力,位移和加速.
主要方法:
- 开发一个三维有限元模型,用于轨道-底层-基础系统.
- 数字模拟用于分析动态响应.
- 在双向,单向全负荷和单向空负荷操作下进行比较分析.
主要成果:
- 动态应力集中在活动轨道区域,在1.25米深处达到峰值.
- 在3.0米深处,混凝土盒子亚显示了1.4倍高的应力减弱率.
- 与传统的次级相比,动态位移减少了92.41%,加速度减少了78.86%.
结论:
- 混凝土箱子底层有效地减轻了应力传递到基础上的压力.
- 这种新型的基层表现出优越的结构完整性和横向变形控制.
- 混凝土箱子底层显著降低了振动,提高了铁路轨道性能.
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