摘要
巴西圆盘实验是国际岩石力学与工程学会(ISRM)推荐的测量岩石静态拉伸强度的方法之一,也是该学会推荐的唯一测量岩石动态拉伸强度的方法。但是巴西圆盘实验得到的静态或者动态拉伸强度往往较真实值偏大,其中一个原因是所谓的过载现象,而且其相应的过载效应在动态巴西圆盘测试中尤为明显。为探究岩石材料动态劈裂拉伸强度的过载效应机理及其率相关性,利用SHPB实验装置开展了不同加载率条件下的动态巴西圆盘实验,对岩石材料劈裂拉伸强度的过载特性进行了定量分析;结合颗粒流程序进行了相关实验的数值模拟,得到了圆盘破裂的微观过程。结果表明:(1)动态巴西圆盘实验得到的岩石拉伸强度存在明显的过载现象,圆盘试样拉伸强度的过载比随加载率增加呈对数形式增加;(2)依据动态拉伸强度实验结果对模型参数引入率相关性后,模拟观察到的过载效应更加贴近实验观测。这些结果表明巴西圆盘实验中拉伸强度的过载现象是客观存在的,其机理与试样的圆盘构型以及测试方法有关。结合实验和数值结果,解释了巴西圆盘实验的过载机理,证明了动态巴西圆盘实验修正的必要性并给出了相应的方案,以获取岩石材料的真实动态拉伸强度。
The Brazilian disk(BD)test is one of the testing methods suggested by the International Society for Rock Mechanics and Rock Engineering(ISRM)for determining the static tensile strength of rocks.Meanwhile,it is also the only method suggested by ISRM to determine the dynamic tensile strength of rock materials.However,it is worth noting that both static and dynamic tensile strengths of rocks tend to be overestimated using the BD specimen.This can be partially attributed to the overload phenomenon,which is particularly pronounced in dynamic BD tests.In this manuscript,the physical interpretation of the load used in BD test is revised based on the Griffith criterion.To systemically investigate the mechanism and the loading rate dependence of the overload phenomenon for rock materials,the dynamic BD tests under different loading rates were conducted using split Hopkinson pressure bar(SHPB)system.A strain gauge was attached 5 mm off the disk center to detect the failure onset.Then the transmitted wave signal was recorded and processed according to the distance of wave propagation on the transmitted bar and the specimen.The so-called nominal tensile strength and the real tensile strength were obtained through analyzing.The overload phenomenon was then quantitatively evaluated using the pre-defined overload ratio.Additionally,numerical simulations were carried out through the particle flow code(PFC)to observe the failure processes of the disk specimens in microscale.The loading rate dependency was introduced to revise the micro parameters to get a better simulation result.The overload phenomenon and the overload ratio were observed and calculated.The results show that:(1)the overload phenomenon of tensile strength can be obviously observed in the dynamic BD tests,and the overload ratio of the tensile strength logarithmically increases with the loading rate.(2)The overload phenomenon inspected by numerical simulation agrees well with the experimental observation.These results have demonstrated that the overload phenomenon does exist in dynamic BD tests.Its intrinsic mechanism is related to the geometry of specimen and the principle of the testing method based on the experimental and numerical tests.The overload ratio can reach 40%under a high loading rate.It is thus necessary to correct the result from the dynamic BD test to determine the real dynamic tensile strength using the method proposed in this work.
作者
夏开文
余裕超
王帅
吴帮标
徐颖
蔡英鹏
XIA Kaiwen;YU Yuchao;WANG Shuai;WU Bangbiao;XU Ying;CAI Yingpeng(State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University,Tianjin 300372,China;School of Civil Engineering,Tianjin University,Tianjin 300350,China)
出处
《爆炸与冲击》
EI
CAS
CSCD
北大核心
2021年第4期126-137,共12页
Explosion and Shock Waves
基金
国家自然科学基金面上项目(51879184,52079091)。
关键词
动态巴西劈裂
过载现象
真实拉伸强度
率相关性
颗粒流分析
dynamic BD test
overload phenomenon
tensile strength
loading rate dependency
particle flow code analysis
