首页 | 本学科首页   官方微博 | 高级检索  
     

JMC对应力波透射系数和节理比刚度影响的实验研究
引用本文:陈 昕,李建春,任奋华,蔡美峰. JMC对应力波透射系数和节理比刚度影响的实验研究[J]. 岩石力学与工程学报, 2016, 35(5): 957-963. DOI: 10.13722/j.cnki.jrme.2015.1717
作者姓名:陈 昕  李建春  任奋华  蔡美峰
作者单位:(1. 北京科技大学 土木与环境工程学院,北京 100083;2. 中国科学院武汉岩土力学研究所 岩石力学与工程国家重点实验室,湖北 武汉 430071)
摘    要: 节理对岩体的动态力学特性有重要影响。采用改进型霍普金森花岗岩压杆(SHPB)实验设备,研究一维应力波在花岗岩人工节理处的传播规律,进而分析节理的动力学特性。通过切割工艺在花岗岩试样表面形成人工节理,使其具有不同的节理吻合系数(JMC)。采用两点式波分离方法处理实验数据,得到节理处的入射波,以及节理产生的反射波和透射波,进一步计算得到应力波传播通过节理的透射系数。基于SHPB实验的基本原理,得到节理的闭合量和作用在节理上的压力之间的关系,从而分析出节理的比刚度。该实验分析节理吻合系数对波传播的影响,进而研究节理吻合系数对花岗岩节理动态力学特性的影响。

关 键 词:岩石力学人工花岗岩节理改进型霍普金森压杆实验节理吻合系数节理比刚度

Experimental research of JMC effect on stress wave propagation and joint specific stiffness
CHEN Xin,LI Jianchun,REN Fenhua,CAI Meifeng. Experimental research of JMC effect on stress wave propagation and joint specific stiffness[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(5): 957-963. DOI: 10.13722/j.cnki.jrme.2015.1717
Authors:CHEN Xin  LI Jianchun  REN Fenhua  CAI Meifeng
Affiliation:(1. School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China;;2. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy ;of Sciences,Wuhan,Hubei 430071,China)
Abstract:Joints have significant influence on the dynamic properties of rock masses. Using the apparatus of modified split Hopkinson pressure bar(SHPB),an experimental study was carried out on one dimensional stress wave propagating through the artificial granite joint. The interfaces of granite specimens were sawn to form the artificial joints with different joint match coefficients(JMCs). The incident wave across the joint and the reflected wave and transmitted wave induced by the joint were obtained with the method of two-points wave separation and then the transmission coefficients of the stress wave propagation through the joints were calculated. The relation between the pressure and closure of the joint was obtained according to the principles of SHPB test,thereby the specific stiffness of the joint was acquired. The effects of the joint match coefficients on wave propagation through the joint and on the dynamic mechanical behavior of the granite joint were discussed.
Keywords:rock mechanics  artificial granite joint  modified split Hopkinson pressure bar(SHPB) test  joint match coefficients(JMC)  specific stiffness
本文献已被 CNKI 等数据库收录!
点击此处可从《岩石力学与工程学报》浏览原始摘要信息
点击此处可从《岩石力学与工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号