热冲击花岗岩动态压痕损伤实验研究

Q4 Engineering
A. Mardoukhi, M. Hokka, V. Kuokkala
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引用次数: 8

摘要

本文提出了一个实验程序来研究预先存在的裂纹和损伤对动态压痕下岩石行为的影响。为了更好地了解冲击旋转钻井过程中的机理,使用改进的Split Hopkinson压杆装置进行了动态压痕试验,将岩石钻头按钮冲击在尺寸为30cm×30cm×30cm的岩石样品上,4和6秒。等离子体枪对岩石样品产生强大的热冲击,即使是短时间的暴露也会改变样品的表面结构,并为实验测试提供不同裂纹模式和表面粗糙度的样品。通过单按钮和三按钮压痕试验,表征了热冲击损伤对岩石动态压痕行为的影响。具体的破坏工作被用来表征热冲击对动态压痕过程中材料去除的影响。结果表明,即使岩石表面受到热冲击的严重破坏,岩石的力-位移响应也不会发生太大变化,但破坏功显著降低。这意味着,如果材料表面被预先损坏,相同的载荷会去除更多的体积,并且不能仅从钻头-岩石相互作用力来评估压痕过程的效率。所提出的实验框架可以成为验证岩石微观结构特别是微裂纹至关重要的数值模型的有用工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental study of the dynamic indentation damage in thermally shocked granite
This paper presents an experimental procedure to study the effects of pre-existing cracks and damage on the rock behavior under dynamic indentation. To gain better understanding on the mechanism involved in percussive-rotary drilling procedure, a modified Split Hopkinson Pressure Bar device was used to carry out dynamic indentation tests, where rock drill buttons were impacted on rock samples with dimensions of 30 cm × 30 cm × 30 cm. Before the mechanical testing, the samples were thermally shocked using a plasma spray gun for periods of 3, 4, and 6 seconds. The plasma gun produces a powerful heat shocks on the rock sample, and even short exposures can change the surface structure of the samples and provide samples with different crack patterns and surface roughness for experimental testing. The effects of the heat shock damage on the dynamic indentation behavior of the rock were characterized with single- and triple-button indentation tests. The specific destruction work was used to characterize the effects of heat shocks on the material removal during dynamic indentation. The results show that the force-displacement response of the rock does not change much even if the rock surface is severely damaged by the heat shock, however, the destruction work decreases significantly. This means that the same loading removes more volume if the material surface is pre-damaged, and that the efficiency of the indentation process cannot be evaluated from the bit-rock interaction forces alone. The presented experimental framework can be a useful tool for the verification of numerical models where the rock microstructure and especially the microcracks are essential.
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来源期刊
Rakenteiden Mekaniikka
Rakenteiden Mekaniikka Engineering-Mechanical Engineering
CiteScore
0.50
自引率
0.00%
发文量
2
审稿时长
16 weeks
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