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Testing Study on Damage Fracture Responses of Rock under Dynamic Impact Loading

机译:动态冲击荷载作用下岩石损伤骨折响应的检测研究

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The dynamic impact loading has the destructive effect to the surrounding rock mass. Rock specimen such as rock plate was found to become invalid under dynamic impact loading. This paper presents brittle damage evolution law for dynamic impact damage of brittle rock based on low velocity (10m/s~40m/s) impact test, when a source of impact loading is applied to a rock plate specimen, damage cracks are developed from the source to the boundaries. This paper is concerned with the description and explanation of this phenomenon. The test results show that the cracks propagation length and break area are not arbitrary, but are influenced by the angle of dynamic impact loading. According to the test results, the study found that the scope of impact resistance optimization angle is about 30°~45°, and the cuspidal point of impact velocity is about 30 m/s~35m/s;;The crack length and the break area increase with the increase of the impact loading;;When the break area decreases abruptly, the crack length increases suddenly, which shows that there was an obvious incubation period of crack forming, at first some pits appearing on the verge of the rock plate and the propagation rate of crack length and break area decreasing with the impact velocity increasing.
机译:动态冲击载荷对周围的岩石质量具有破坏性影响。发现岩石等岩石标本在动态冲击载荷下变得无效。本文提出了基于低速(10m / s〜40m / s)冲击试验的脆性岩体动态冲击损伤的脆性损伤进化法,当岩石板试样应用冲击源时,损伤裂缝来源到边界。本文涉及这种现象的描述和解释。测试结果表明,裂缝传播长度和断裂面积不是任意的,而是受动态冲击载荷的角度影响。根据测试结果,研究发现,抗冲击优化角度的范围约为30°〜45°,冲击速度的囊刺点约为30米/ s〜35m / s;裂缝长度和突破面积随着冲击载荷的增加而增加;当断裂面积突然下降时,裂缝长度突然增加,这表明存在明显的裂缝形成时期,起初出现在岩板边缘的一些凹坑上裂缝长度和断裂面积的传播速率随冲击速度的增加而降低。

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