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Hammer-Road Interaction Model and Evolution Law of Hammer Acceleration

机译:锤路交互模型与锤速加速度的演化法

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The main purpose of this paper is to explore the change rules of hammer acceleration during the impact process. The impact force in the real impact process is difficult to measure directly, so we need to measure acceleration to obtain it indirectly. It is difficult to do research through experiments. Numerical simulation is an effective means to research on pavement structure dynamic damage and destruction. A continuous-discrete coupling model is established to explore the change rules of acceleration and impact force under the influence of various factors by changing the hammer weight, hammer height and plate material. The results show that the drop height is the most important factor affecting the acceleration of the hammer; and the larger peak impact force can be obtained by reducing the weight of the hammer but increasing the drop height. The acceleration increases with the increase of the plate modulus.
机译:本文的主要目的是在影响过程中探讨锤子加速度的变化规则。实际冲击过程中的冲击力难以直接测量,因此我们需要测量加速以间接获得它。很难通过实验进行研究。数值模拟是对人行道结构动态损坏和破坏研究的有效手段。建立连续离散耦合模型,以探讨通过改变锤重,锤高度和板材的各种因素影响的加速度和冲击力的变化规则。结果表明,下降高度是影响锤子加速度的最重要因素;并且可以通过减小锤的重量而是增加降低高度来获得较大的峰值冲击力。随着板模量的增加,加速度增加。

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