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Dynamic Responses Model of Asphalt Pavement under Complex Vehicle Loads

机译:复杂车辆荷载下沥青路面的动力响应模型

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The overweight vehicles create complex moving vehicle loads described as dynamic, three-dimension non-uniformly distributed contact stresses between tire and pavement surface. But existing calculation models and methods for structure mechanics of pavement cannot analyze the mechanical response of pavement under complex vehicle loads. Based on the theory of three-dimension elastic dynamics, the above problems were solved by using multidimensional Fourier Transformation technique after transforming moving coordinates, and general solution for multilayer elastic system under complex vehicular load was derived in this paper. Then, pivotal issues were analyzed for numerical methods implementation. Lastly, the calculation results were contrasted with results of spot test, which showed that the mechanical responses model and its numerical methods implementation are reasonable and correct.
机译:超重车辆产生复杂的行驶车辆载荷,该载荷被描述为轮胎与路面之间动态的,三维的,非均匀分布的接触应力。但是现有的路面结构力学计算模型和方法无法分析复杂车辆载荷作用下路面的力学响应。基于三维弹性动力学理论,在对运动坐标进行变换后,采用多维傅立叶变换技术解决了上述问题,得出了复杂车辆载荷下多层弹性系统的一般解。然后,分析了关键问题,以实现数值方法。最后,将计算结果与现场测试结果进行了对比,表明力学响应模型及其数值方法的实现是合理,正确的。

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