对试验结果进行分析可得：动应力幅值对试样的轴向动应变影响显著；
The results show that the dynamic stress level has strong effect on dynamic axial strain.
骨料随机位置对混凝土试件的应变影响逐渐减小，试件的脆性越明显。
The effect of aggregate random location on the concrete samples is decreased; and the brittleness of the samples becomes obvious.
结果显示，微珠含量及其直径对复合物的拉伸屈服应力和屈服发生时的应变影响不太明显。
The results show that the influences of the glass beads content and its diameter on the tensile yield stress and strain at yield are not significant.
应用推荐