|
|
|
| CT IDENTIFICATION OF MICROCRACKS EVOLUTION FOR ROCK MATERIALS |
| ZHU Hongguang,XIE Heping,YI Cheng,LIU Zheng,LIU Huixin,WANG Hongtao |
| (State Key Laboratory of Coal Resources and Safe Mining,China University of Mining and Technology,Beijing 100083,China) |
|
|
|
|
Abstract The mortar is used to simulated the rock material to study its microcracks evolution laws. The distribution properties and statistical characteristics of density in rock materials are investigated by means of CT scanning during the failure process under uniaxial compression;and the activities of microcracks are reflected by the density varieties of same location in mortar. The evolution behavior of microcracks is studied through the statistical characteristics of density changes and the fractal index Rd. The research results show that:(1) The changes of amplitude and shape of grey frequency statistical curve reflect the different microcracks evolution effects. When load level is at 0%–50%,the curve is a sine curve,its wave peak rises and the amplitude increases evidently. When load level is at 50%–70%,the wave peak declines,the frequency amplitude increases,and the curve has a deviation from sinusoid. When load level is at 70%–90%,the curve shape,wave peak location and frequency amplitude do not change basically,and only a few gray interval?s frequencies change. When load level is greater than 90%,the wave peak rises largely and the curve becomes sinusoid again. Meanwhile,the movement of wave trough is opposite to the wave peak. The change laws of the amplitude and curve shape indicate that the dominant evolution action of microcracks is initiation in prophase,metaphase closing and propagation in anaphase during the failure process. (2) Through the gray transformation of CT images and its fractal index description,the relationship between Rd and load presents three-stage increment,which is related to the interaction of generating effect and closing effect of microcracks in compression process. In prophase,Rd increases with microcracks initiation remarkably. At middle stage,because the microcracks initiation becomes slow and its propagation develops slowly as well,the microcracks closing effect is dominant. So,Rd decreases tardily. In anaphase,the microcracks propagation and influx speed up and Rd is increasing rapidly. (3) The proposed fractal index Rd of microcracks volume fraction can characterize the evolution behavior of the microcracks in the compression fracture process.
|
|
Received: 14 February 2011
|
|
|
|
| [1] 易 成,朱红光. 一种新的砂浆材料CT图像损伤识别方法研究[J]. 硅酸盐学报,2009,(1):46–51.(YI Cheng,ZHU Hongguang. A novel damage identification method for CT image of cement mortar[J]. Journal of the Chinese Ceramic Society,2009,(1):46–51.(in Chinese))
[2] KAWAKATA H,CHO A,KIYAMA T,et al. Three-dimensional observations of faulting process in Westerly granite under uniaxial and triaxial conditions by X-ray CT scan[J]. Tectonophysics,1999,313(3):293–305.
[3] LAWER J S,KEANE D,SHAH S P. Measuring three dimensional damage in concrete under compression[J]. ACI Materials Journal,2001,98(6):465–475.
[4] 杨更社,谢定义. 岩石损伤特性的CT识别[J]. 岩石力学与工程学报,1996,15(1):48–54.(YANG Gengshe,XIE Dingyi. CT identification of rock damage properties[J]. Chinese Journal of Rock Mechanics and Engineering,1996,15(1):48–54.(in Chinese))
[5] GE X R,REN J X,PU Y B. Real in time CT test of the rock meso-damage propagation law[J]. Science in China:Series E,2001,44(3):328–336.
[6] 敖 波,赵歆波,张定华. 裂纹缺陷体积百分数与CT数的关系分析[J]. CT理论与应用研究,2006,15(2):64–69.(AO Bo,ZHAO Xinbo,ZHANG Dinghua. Relation analysis between volume percent of crack defect and CT number[J]. Computerized Tomography Theory and Applications,2006,15(2):64–69.(in Chinese))
[7] 陈厚群,丁卫华,蒲 毅. 单轴压缩条件下混凝土细观破裂过程的X射线CT实时观测[J]. 水利学报,2006,37(9):1 044–1 050. (CHEN Houqun,DING Weihua,PU Yi. Real time observation on meso-fracture process of concrete using X-ray CT under uniaxial compressive condition[J]. Journal of Hydraulic Engineering,2006,37(9):1 044–1 050.(in Chinese))
[8] 谢和平. 岩石、混凝土损伤力学[M]. 北京:科学出版社,1994:106–108.(XIE Heping. Damage mechanics of rock and concrete[M]. Beijing:Science Press,1994:106–108.(in Chinese))
[9] 谢和平. 分形–岩石力学导论[M]. 北京:科学出版社,1996:144. (Xie Heping. Fractals in rock mechanics[M]. Beijing:Science Press,1996:144.(in Chinese))
[10] PENTLAND A P. Fractal-based description of nature sciences[J]. IEEE Transactions on Pattern Analysis and Machine Intelligence,1994,6(6):661–674.
[11] 李 芬,李之达,龚军安. 基于CT图像分维估算的沥青混凝土损伤演化研究[J]. 湘潭大学自然科学学报,2006,28(2):52–56.(LI Fen,LI Zhida,GONG Jun?an. Research on micro-structure evolution of asphalt mixture based on estimation of fractal dimensions of CT image[J]. Natural Science Journal of Xiangtan University,2006,28(2):52–56.(in Chinese))
[12] 张国炳,李 芬,熊文林. 沥青混凝土材料细观损伤演化研究[J]. 公路,2006,10(10):152–155.(ZHANG Guobing,LI Fen,XIONG Wenlin. Meso-damage evolution of asphalt concrete[J]. Road,2006,10(10):152–155.(in Chinese))
[13] 易 成,张 亮,陈忠辉. 一种新的描述粗糙表面形貌尺度分维参数Rd的研究[J]. 中国矿业大学学报,2007,36(1):75–80.(YI Cheng,ZHANG Liang,CHEN Zhonghui. A novel description of roughness surface with a modified fractal index Rd[J]. Journal of China University of Mining and Technology,2007,36(1):75–80.(in Chinese))
[14] 谢和平,高 峰. 岩石损伤过程中的分形描述[J]. 岩石力学与工程学报,1991,10(1):55–67.(XIE Heping,GAO Feng. The fractal features of the damage evolution of rock materials[J]. Chinese Journal of Rock Mechanics and Engineering,1991,10(1):55–67.(in Chinese)) |
|
|
|