本文采用相似材料小比尺模型爆炸试验和相应的动力数值计算分析相结合的方法进行研究。
In this subject, the similar material model in small scale is used for the anti-explosion test, which is combined with the corresponding dynamic value calculation analyses.
计算结果显示，不同细观骨料模型具有相似的规律，即随预静载增大，混凝土动弯拉强度上升，至一定峰值后回归到静载强度。
The law shows that, along with the static pre-load increasing, the dynamical bending strength of concrete would go up to a peak value and then move downward to the static strength.
通过这个模型与传统计算系统模型的比较，分析了它们的相似点和不同点，这对于网格的研究是很重要的。
By comparing this model with the traditional computing system model, analyze their similarities and differences, which is important for grid study.
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