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| Rheological test of separation between viscoelastic-plastic strains and creep damage model#br# |
| ZHAO Yanlin1,2,3,TANG Jinzhou1,FU Chengcheng1,WAN Wen1,3,WANG Weijun1,3,LUO Shilin1 |
| (1. School of Energy and Safety Engineering,Hunan University of Science and Technology,Xiangtan,Hunan 411201,China;2. State Key Laboratory of Coal Resources and Safety Mining,China University of Mining and Technology,Xuzhou,Jiangsu 221008,China;3. Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines,Hunan University of Science and Technology,Xiangtan,Hunan 411201,China) |
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Abstract The systematic study on the essence of creep strain has not been carried out at present. A method separating the viscoelastic-plastic strains and the techniques of data processing were proposed. The elasto-visco-plastic deformation characteristics of iherzolite at No.2 area in Jinchuan were studied. The instantaneous strain was decomposed into the instantaneous elastic and plastic strains. The instantaneous elastic response is nearly linear. The instantaneous plastic modulus increased with the increasing of stress. The creep strain was decomposed into the viscoelastic strain and the viscoplastic strain. The viscoelastic strain exhibited a creep reduction,while the viscoplastic strain exhibited the creep reduction,the steady creep,and even the accelerating creep. The viscoelastic strain,the viscoplastic strain and the steady creep rate are related to the deviatoric stress level nonlinearly. The visco-elasto-plastic strain characteristics of radial creep are similar to that of axial creep. But the radial creep strain is only 25%–30% of the axial creep strain. A new BNMC creep damage model was established by connecting the Burgers model with the nonlinear M-C plastic components in series. The accelerated creep was treated in the model as a stage that rock strength decreased rapidly and the viscoplastic deformation highly developed with the plastic instability. The BNMC creep damage model was written into FLAC3D via VC++ programming. The method of determining the unknown parameters in the creep damage constitutive model BNMC was proposed.
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[1] GRIGGS D. Creep of rocks[J]. The Journal of Geology,1939,47(3):225–251.
[2] FUJII Y,KIYAMA T,ISHIJIMA Y,et al. Circumferential strain behavior during creep tests of brittle rocks[J]. International Journal of Rock Mechanics and Mining Sciences,1999,36(3):323–337.
[3] 徐卫亚,杨圣奇,褚卫江. 岩石非线性黏弹塑性流变模型(河海模型)及其应用[J]. 岩石力学与工程学报,2006,25(3):433–447.(XU Weiya,YANG Shengqi,CHU Weijiang. Nonlinear viscoelasto-plastic rheological model(Hohai model) of rock and its engineering application[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(3):433–447.(in Chinese))
[4] 熊良宵,杨林德,张 尧,等. 锦屏二级水电站绿片岩双轴压缩蠕变特性试验研究[J]. 岩石力学与工程学报,2008,27(增2):3 928–3 934.(XIONG Liangxiao,YANG Linde,ZHANG Yao,et al. Experimental study on creep behaviors of green schist specimen from Jinping II hydropower station under biaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(Supp.2):3 928–3 934.(in Chinese))
[5] 杨文东,张强勇,陈 芳,等. 辉绿岩非线性流变模型及蠕变加载历史的处理方法研究[J]. 岩石力学与工程学报,2011,30(7):1 405–1 413.(YANG Wendong,ZHANG Qiangyong,CHEN Fang,et al. Research on nonlinear rheological model of diabase and treatment for creep loading history[J]. Chinese Journal of Rock Mechanics and Engineering:2011,30(7):1 405–1 413.(in Chinese))
[6] 陈卫忠,谭贤君,吕森鹏,等. 深部软岩大型三轴压缩流变试验及本构模型研究[J]. 岩石力学与工程学报,2009,28(9):1 735– 1 744.(CHEN Weizhong,TAN Xianjun,LU Senpeng,et al. Research on large-scale triaxial compressive rheological test of soft rock in depth and its constitutive model[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(9):1 735–1 744.(in Chinese))
[7] 范庆忠,高延法. 分级加载条件下岩石流变特性的试验研究[J]. 岩土工程学报,2005,27(11):1 273–1 276.(FAN Qingzhong,GAO Yanfa. Experimental study on creep properties of rocks under step loading[J]. Chinese Journal of Geotechnical Engineering,2005,27(11):1 273–1 276.(in Chinese))
[8] TSAI L S,HSIEHB Y M,WENG M C,et al. Time-dependent deformation behaviors of weak sandstones[J]. International Journal of Rock Mechanics and Mining Sciences,2008,45(2):144–154.
[9] 谭玉林,李树清. 基于围压增量的岩石峰后蠕变试验研究[J]. 矿业工程研究,2015,30(1):1–6.(TAN Yulin,LI Shuqing. Experimental study of post-peak creep of rock based on confining pressure increment[J]. Mineral Engineering Research,2015,30(1):1–6.(in Chinese))
[10] 闫子舰,夏才初,李宏哲,等. 分级卸荷条件下锦屏大理岩流变规律研究[J]. 岩石力学与工程学报,2008, 27(10):2 153–2 159. (YAN Zijian,XIA Caichu,LI Hongzhe,et al. Study on rheological rules of marble in Jinping hydropower station under condition of step unloading[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(10):2 153–2 159.(in Chinese))
[11] MA L,DAEMEN J J K. An experimental study on creep of welded tuff[J]. International Journal of Rock Mechanics and Mining Sciences,2006,43(2):282–291.
[12] ZHAO Y L,CAO P,WANG W J. Viscoelasto-plastic rheological experiment under circular increment step load and unload and nonlinear creep model of soft rocks[J]. Journal of Central South University of Technology,2009,16(3):484–491.
[13] 朱永建,朱二磊,陈鑫源,等. 深井高地应力巷道围岩弱化规律及控制技术[J]. 湖南科技大学学报:自然科学版,2015,30(1):15–21.(ZHU Yongjian,ZHU Erlei,CHEN Xinyuan,et al. Weakening rules and its control technology of deep and high stress roadway surrounding rock[J]. Journal of Hunan University of Science and Technology:Natural Science,2015,30(1):15–21.(in Chinese))
[14] STERPI D,GIODA G. Visco-plastic behaviour around advancing tunnels in squeezing rock[J]. Rock Mechanics and Rock Engineering,2009,42(2):319–339.
[15] 赵延林,曹 平,文有道,等. 岩石弹黏塑性流变试验和非线性流变模型研究[J]. 岩石力学与工程学报,2008,27(3):477–486.(ZHAO Yanlin,CAO Ping,WEN Youdao,et al. Elastovisco-plastic rheological experiment and nonlinear rheological model of rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(3):477–486.(in Chinese))
[16] 夏才初,王晓东,许崇帮,等. 用统一流变力学模型理论辨识流变模型的方法和实例[J]. 岩石力学与工程学报,2008,27(8):1 594– 1 600.(XIA Caichu,WANG Xiaodong,XU Chongbang,et al. Method to identify rheological models by unified rheological model theory and case study[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(8):1 594–1 600.(in Chinese))
[17] MA L J,LIU W Y,FANG Q. A new elasto-viscoplastic damage model combined with the generalized Hoek-Brown failure criterion for bedded rock salt and its application[J]. Rock Mechanics and Rock Engineering,2013,46(1):53–66
[18] 王来贵,赵 娜,何 峰,等. 岩石蠕变损伤模型及其稳定性分析[J]. 煤炭学报,2009,34(1):64–68.(WANG Laigui,ZHAO Na,HE Feng,et al. Creep damage model and its stability analysis[J]. Journal of China Coal Society,2009,34(1):64–68.(in Chinese))
[19] 张强勇,杨文东,张建国,等. 变参数蠕变损伤本构模型及其工程应用[J]. 岩石力学与工程学报,2009,28(4):732–739.(ZHANG Qiangyong,YANG Wendong,ZHANG Jianguo,et al. Variable parameters-based creep damage constitutive model and its engineering application[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(4):732–739.(in Chinese))
[20] 伍国军,陈卫忠,曹俊杰,等. 工程岩体非线性蠕变损伤力学模型及其应用[J]. 岩石力学与工程学报,2010,29(6):1 184–1 191.(WU Guojun,CHEN Weizhong,CAO Junjie,et al. Nonlinear creep damage model of engineered rock and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(6):1 184–1 191.(in Chinese))
[21] 王 亚,万 文,赵延林,等. 三轴压缩下茅口灰岩围压效应的试验研究[J]. 矿业工程研究,2015,30(3):50–55.(WANG Ya,WAN Wen,ZHAO Yanlin,et al. Experimental study of confining pressure effect under triaxial compressive strength of Maokou limestone[J]. Mineral Engineering Research,2015,30(3):50–55.(in Chinese)) |
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