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| 爆炸波与地下结构物相互作用的动光弹性探讨 | |
| 引用本文： | 朱振海. 爆炸波与地下结构物相互作用的动光弹性探讨[J]. 爆炸与冲击, 1989, 0(3) |
| 作者姓名： | 朱振海 |
| 作者单位： | 工程兵工程学院 |
| 摘 要： | 本文用动态光弹性探讨了地表爆炸产生的应力波与地下结构物相互作用的机理,根据等差条纹分布分析了P波、S波、von Schmidt波及R波与结构物基础的相互作用过程。研究表明R波是对地下结构物危害最大的波。可以采取防护措施来反射和消耗R波的能量。 |
| 关 键 词： | 动态光弹性 爆炸应力波 结构物基础 |
STUDIES ON THE INTERACTION OF BLASTING STRESS WAVES WITH A UNDERGROUND STRUCTURE BY DYNAMIC PHOTOELASTICITY |
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| Zhu Zhenhai. STUDIES ON THE INTERACTION OF BLASTING STRESS WAVES WITH A UNDERGROUND STRUCTURE BY DYNAMIC PHOTOELASTICITY[J]. Explosion and Shock Waves, 1989, 0(3) | |
| Authors: | Zhu Zhenhai |
| Affiliation: | Engineering Institute of Army Engineer Corps |
| Abstract: | The mechanism of the interaction of blasting stress waves generated on the ground surface with a underground structure was investigated by dynamic photo-elasticity in the present paper. The process of the interaction of P-wave, S-wave, von Schmidt wave and R-wave with the base of a structure were analysed according to the recorded isochromatic fringe patterns. The analysed results indicated that R-wave is the most dangerous wave for the safety of the underground structures.The protection can be adopted in order to reflect and consume the energy in R-wave. |
| Keywords: | dynamic photoetasticity blasting stress waves base of structure. |
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