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首页> 外文期刊>International journal of impact engineering >Dynamic behavior of remolded loess under planar shock conditions
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Dynamic behavior of remolded loess under planar shock conditions

机译:平面冲击条件下重塑黄土的动力特性

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Utilizing a single-stage light gas gun the plane shock-wave experiments were performed in order to determine the dynamic behavior of the remolded loess whose density was 1.8 g/cm(3) and saturation degree was 22% at stress levels between 0.2 and 1.6 GPa. Wave motions were detected by four electromagnetic particle velocity sensors embedded into the samples directly. The typical waveforms of particle velocity and the Hugoniot data of the experiments were presented in this paper. The dynamic stress strain relation that was critical in researching the shock propagation in the sample could be obtained when the Lagrangian analysis method was utilized to the four particle velocity waveforms. Shock speed versus particle velocity was linear correlation. The speed of follow rarefaction wave was several times the speed of loading shock wave, corresponding, the unloading modulus was greater than the loading modulus, and the hysteresis effect was exhibited in the dynamic stress strain relation.
机译:为了确定密度为1.8 g / cm(3),饱和度为22%,应力水平在0.2和1.6之间的重塑黄土的动力特性,使用单级轻气枪进行了平面冲击波实验。 GPa。通过直接嵌入样品中的四个电磁粒子速度传感器检测波动。给出了典型的粒子速度波形和实验的Hugoniot数据。将拉格朗日分析方法用于四个粒子速度波形时,可以获得对研究样品中的冲击传播至关重要的动应力应变关系。冲击速度与颗粒速度呈线性相关。跟随稀疏波的速度是加载冲击波速度的几倍,相应地,卸载模量大于加载模量,并且在动态应力应变关系中表现出滞后效应。

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