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熊迅,王珠,郑宇轩(),周风华,徐振
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图3. 玻璃杆以200 m/s速度撞击刚性壁后的破坏特征以及内部应力分布

Fig. 3. The failure pattern and the compressive stress wave profile of the bar that impacted a rigid wall at 200 m/s