摘要
针对高速列车不同复合夹芯板地板结构,对样件进行力学性能试验,等效材料特性参数,建立多层叠混合有限元模型并验证,以列车实车测试信号为输入,对复合地板振动响应进行对比。结果表明:基于多层结构混合模型地板振动计算是评价复合地板结构振动特性的有效方法。不锈钢面板地板隔振性能优于铝合金面板,但不利于车体轻量化设计;相同尺寸下桦木芯材的地板振动显著小于桤木;随着外层面板厚度增加地板隔振性能增强,但大于0.8mm后影响较小。
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