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轴压影响下砂岩循环冲击力学性质及损伤演化特征
引用本文:黄英华,闻磊,马佳骥,寇子龙. 轴压影响下砂岩循环冲击力学性质及损伤演化特征[J]. 矿冶工程, 2021, 41(4): 6-10. DOI: 10.3969/j.issn.0253-6099.2021.04.002
作者姓名:黄英华  闻磊  马佳骥  寇子龙
作者单位:长沙矿山研究院有限责任公司,湖南 长沙410012;石家庄铁道大学工程力学系,河北石家庄050043;中国铁路北京局集团有限公司北京车务段,北京100860
基金项目:国家博士后面上基金(2018M631758);河北省自然科学基金(e2018210066)
摘    要:采用能够施加轴压的霍普金森压杆系统对砂岩试样进行循环冲击试验,分析循环冲击过程中试样的应力?应变曲线变化规律,并使用波速测量装置监测单次冲击后试样的纵波波速值,探讨轴压影响下砂岩试样循环冲击损伤演化特征.结果表明,轴压0 MPa、15 MPa、25 MPa、35 MPa时,采用相同速度发射子弹,试样分别在第19次、9次...

关 键 词:损伤演化  动态力学  循环冲击  砂岩  纵波波速  轴压  岩石力学
收稿时间:2021-03-05

Mechanical Properties and Damage Evolution Characteristics of Sandstone Under Cyclic Impact with Axial Compression
HUANG Ying-hua,WEN Lei,MA Jia-ji,KOU Zi-long. Mechanical Properties and Damage Evolution Characteristics of Sandstone Under Cyclic Impact with Axial Compression[J]. Mining and Metallurgical Engineering, 2021, 41(4): 6-10. DOI: 10.3969/j.issn.0253-6099.2021.04.002
Authors:HUANG Ying-hua  WEN Lei  MA Jia-ji  KOU Zi-long
Affiliation:1.Changsha Institute of Mining Research Co Ltd, Changsha 410012, Hunan, China; 2.School of Mechanics Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, Hebei, China; 3.Beijing Train Operating Depot, China Railway Beijing Bureau Group Co Ltd, Beijing 100860, China
Abstract:The cyclic impact tests on sandstone specimens was carried out by using Split Hopkinson Pressure Bar (SHPB) by applying axial compression to analyze the variation law of stress-strain curve of the specimens during the cyclic impact, and the longitudinal wave velocity of the specimens after a single impact was monitored by a wave velocity measuring device to discuss the damage evolution characteristics of sandstone specimens under cyclic impact with axial compression. The results show that when the bullets were fired at the same speed with the axial compression at 0 MPa, 15 MPa, 25 MPa and 35 MPa, respectively, macro fracture can be observed in the specimens at the 19th, 9th, 6th and 4th times of impact. The dynamic stress-strain curves of the specimens after different numbers of impact were different especially in the slope of the curved line after the peak and the peak stress. Within the range of applied axial compression in this experiment, the numbers of cyclic impact required for the specimen damage decreased with the increasing of the axial compression, and both the value of cumulative damage variables at the stable development stage and the damage variables at the first time of impact decreased. Axial compression changes the degree of micro-fracture closure or propagation in the specimen, which has a significant impact on the development of cumulative damage in the specimens under cyclic impact. The coupling damage generated by axial compression and cyclic impact can also affect the dynamic mechanical properties of sandstones.
Keywords:damage evolution  dynamic mechanics  cyclical impact  sandstone  longitudinal wave velocity  axial compression  rock mechanics  
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