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本文从履带接地比压呈线性分布和非线性分布两种可能出发,通过力学分析,导出更具普遍意义的数学模型。所述模型简单、适合工程计算且有比较明确的物理意义。
In this paper, starting from the linear and non-linear distribution of the track-to-ground pressure ratio, it is possible to derive a more general mathematical model through mechanical analysis. The model is simple, suitable for engineering calculations and has a relatively clear physical meaning.