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New track shift limits for high-speed rail

机译:高铁新的轨移限制

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1. On the basis of TREDA model predictions and track shift testing at the Transportation Technology Center, and approach for new track shift safety limits are presented here, including new Prud'homme type limits. They are based on the "onset of nonzero deflection" criteria i.e. loads which produce no track lateral shift with a large number of axle passes. For modern highspeed tracks, this formula is more appropriate than the Prud'homme formula, which is conservative in many cases. For non-uniform axle lateral loads, the Prud'homme formula is not applicable. 2. The track residual deflection analysis (TREDA) model has been validated through field tests, and can be used to evaluate track shift lateral response under moving loads accounting for many track conditions/parameters. As shown, the model can easily be applied for the development of safety limits. 3. The safety limits recommended here based on theoretical model predictions are currently undergoing validation tests before final safety recommendations are made.
机译:1.在交通技术中心基于TREDA模型预测和轨道偏移测试的基础上,此处提出了新的轨道偏移安全限值的方法,包括新的Prud'homme类型限值。它们基于“非零挠度的开始”标准,即在大量轴通过时不会产生轨道横向偏移的载荷。对于现代高速轨道,此公式比Prud'homme公式更合适,后者在许多情况下都是保守的。对于不均匀的车轴横向载荷,Prud'homme公式不适用。 2.轨道剩余挠度分析(TREDA)模型已通过现场测试验证,可用于评估考虑了许多轨道条件/参数的移动载荷下的轨道平移横向响应。如图所示,该模型可以轻松应用于安全极限的制定。 3.在提出最终安全建议之前,此处基于理论模型预测建议的安全极限目前正在接受验证测试。

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