基于建筑玻璃冲击荷载作用下的实验研究,利用分离式霍普金森压杆(SHPB)技术对比研究了建筑玻璃的冲击力学性能,分析实验结果发现钢化玻璃在应力、应变率、抗冲击性能等方面力学性能比浮法玻璃优异,进一步研究发现钢化玻璃的应力应变曲线除出现类似于浮法玻璃的线弹性段,还表现为有别于金属的屈服现象,并根据Grifith能量平衡原理进行了解释.
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