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| 标题 |
| 桥上无砟轨道无缝道岔挠曲力模型试验研究(51 卷) |
| 英文标题 |
| Model test study on flexural force in continuous turnout at ballastless track on bridge |
| 摘要 |
| 为了研究桥上无砟轨道无缝道岔挠曲力作用规律,通过对一组铺设在简支梁桥纵连板式无砟轨道上的18号道岔进行1∶3模型试验研究,分析了简支梁桥纵连板式无砟轨道在模拟荷载作用下桥上无缝道岔、轨道板、梁体结构的相互作用关系,总结了无缝道岔在此种情况下的受力和变形规律。 |
| 作者 |
| 新闻作者:刘泳钢,张丽平,杨荣山 |
| 关键字 |