引文
[1]夏蒙棼,韩闻生,柯孚久,等.统计细观损伤力学和损伤演化诱致突变[J].力学进展,1995,25(1):1―40.Xia Mengfen,Han Wensheng,KeFujiu,et al.Statisticalmeso-scopic damage mechanics and damage evolutioninduced catastrophe[J].Advances in Mechanics,1995,25(1):1―40.(in Chinese)
[2]王利,李示波.准脆性材料损伤斑图生长的数值模拟[J].工程力学,2011,28(4):238―244,256.Wang Li,Li Shibo.Numerical simulation of damagepattern growth in quasi-brittle materials[J].EngineeringMechanics,2011,28(4):238―244,256.(in Chinese)
[3]Dragon A,Mroz Z.A continuum model for plastic brittlebehavior of rock and concrete[J].Int.J.Eng.Sci.,1979,17(1):121―137.
[4]Krajcinovic D.Continuum damage mechanics[J].Appl.Mech.Rev.,1984,37(1):33―36.
[5]谢和平.岩石混凝土损伤力学[M].徐州:中国矿业大学出版社,1990:10―30.XieHeping.Rock and concrete damage mechanics[M].Xuzhou:China Mineral University Press,1990:10―30.(in Chinese)
[6]王利,高谦.基于强度理论的岩石损伤弹塑性模型.北京科技大学学报,2008,30(5):461―467.Wang Li,GaoQian.The elasto-plastic damage model ofrock based on strength theory[J].Journal of University ofScience and Technology Beijing,2008,30(5):461―467.(in Chinese)
[7]Hashin Z.Mesco damage mechanics of brittle material[J].J.Mech.Phys.Solids,1988,36:719.
[8]冯西桥.脆性材料的细观损伤理论和损伤机构的安定性分析[D].北京:清华大学,1995.FengXiqiao.The meso damage theory of brittle materialsand stability analysis on damage structure[D].Beijing:Tingshua University,1995.(in Chinese)
[9]白以龙,汪海英,夏蒙棼,等.固体的统计细观力学―连接多个耦合的时空尺度[J].力学进展,2006,36(2):286―305.BaiYilong,Wang Haiying,Xia Mengfen,et al.Statisticalmesomechanics of solid,linking coupled multiple spaceand time scales[J].Applied MechanicsReviews,2006,36(2):286―305.(in Chinese)
[10]夏蒙棼,韩闻生,柯浮久,等.统计细观损伤力学和损伤演化诱致突变(I)[J].力学进展,1995,25(1):1―24.Xia Mengfen,Han Wensheng,KeFujiu,et al.Statisticalmeso-scopic damage mechanics and damage evolutioninduced catastrophe[J].Advances in Mechanics,1995,25(1):1―24.(in Chinese)
[11]Bazant Z.结构破坏的尺度律[J].力学进展,1999,29(3):383―433.Bazant Z.Scale law of structure fracture[J].Advances inMechanics,1999,29(3):383―433.(in Chinese)
[12]Tang Chunan,XuXiaohe.Evolution and propagation ofmaterial defects and kaiser effect function[J].Journal ofSeismological Research,1989,13(2):203―213.
[13]张明,李仲奎,杨强,等.准脆性材料声发射的损伤模型及统计分析[J].岩石力学与工程学报,2006,25(12):2493―2501.Zhang Ming,Li Zhongkui,Yang Qiang,et al.A damagemodel and statistical analysis of acoustic emission forquasi-brittle materials[J].Chinese Journal of RockMechanics and Engineering,2006,25(12):2493―2501.(in Chinese)
[14]纪洪广,贾立宏,李造鼎.混凝土损伤的声发射模式研究[J].声学学报,1996,21(Suppl):601―608.JiHongguang,JiaLihong,LiZaoding.Study on theAE-model of concrete damage[J].ActaAcustica,1996,21(Suppl):601―608.(in Chinese)
[15]薛云亮,李庶林,林峰,等.类岩石材料声发射参数与应力和应变耦合本构关系[J].北京科技大学学报,2011,33(6):664―670.XueYunliang,Li Shulin,Lin Feng,et al.Couplingconstitutive relations of AE parameter versus stress andstrain for rock-like materials[J].Journal of University ofScience and Technology Beijing,2011,33(6):664―670.(in Chinese)
[16]王金安,谢和平,田晓燕,等.一种新的断裂表面分形测量方法[J].北京科技大学学报,1999,21(3):6―9.Wang Jinan,XieHeping,TianXiaoyan,et al.Directfractal measurement of fracture surfaces[J].Journal ofUniversity of Science and TechnologyBeijing,1999,21(3):6―9.(in Chinese)
[17]谢和平,陈至达.分形(fractal)几何与岩石断裂[J].力学学报,1988,20(3):264―271.XieHeping,Chen Zhida.Fractal geometry and fracture ofrock[J].ActaMechanicaSinica,1988,20(3):264―271.(inChinese)
[18]谢和平,冯志刚,陈至达.星积分形曲面及其维数[J].应用数学和力学,1999,20(11):1101―1106.XieHeping,FengZhigang,Chen Zhida.On star productfractal surfaces and their dimensions[J].AppliedMathematics and Mechanics,1999,20(11):1101―1106.(in Chinese)
[19]周宏伟,谢和平,Kwasn.粗糙表面分维计算的立方体覆盖法[J].摩擦学报,2000,20(6):455―459.Zhou Hongwei,XieHeping,Kwasn.Fractal dimension ofrough surface estimated by the cubic covering method[J].Tribology,2000,20(6):455―459.(in Chinese)
[20]彭成斌,陈颙.地震中的分形结构[J].中国地震,1989,5(2):19―26.PengChengbin,Chen Yong.On the fractal structure ofearthquakes[J].Earthquake Research in China,1989,5(2):19―26.(in Chinese)
[21]谢和平,高峰.岩石类材料损伤演化的分形特征[J].岩石力学与工程学报,1991,10(1):74―82.XieHeping,GaoFeng.The fractal features of the damageevolution of rock materials[J].Chinese Journal of RockMechanics and Engineering,1991,10(1):74―82.(inChinese)
[22]白以龙,柯孚久,夏蒙棼.固体中微裂纹系统统计演化的基本描述[J].力学学报,1991,23(3):290―298.BaiYilong,KeFujiu,Xia Mengfen.Formulation ofstatistical evolution of microcracks insolids[J].ActaMechanicaSinica,1991,23(3):290―298.(inChinese)
[23]吕培苓,吴开统,焦远碧,等.岩石蠕变过程中声发射活动的实验研究[J].地震学报,1991,13(1):104―112.Lu Peiling,Wu Kaitong,Jiao Yuanbi,et al.Theexperimental study of acoustic emission during creep ofrocks[J].Acta,SeismologicaSinica,1991,13(1):104―112.(in Chinese)
[24]陈颙.地震预报中的几个科学问题的讨论[J].中国地震,1988,4(2):1―8.Chen Yong.Discussion on some scientific issues inearthquake prediction[J].Earthquake Research inChina,1988,4(2):1―8.(in Chinese)
[25]牛志仁,施行觉.岩石分形断裂的统计理论[J].地球物理学报,1992,35(5):595―603.NiuZhiren,ShiXingjue.Statistical theory of rock fractalfracture[J].ActaFeophysicaSinica,1992,35(5):595―603.(in Chinese)
[26]耿乃光.b值模拟实验的进展和我国b值模拟实验的开端[J].地震学报,1986,8(3):330―333.GengNaiguang.The development of b-value simulatedexperiments and the beging of b-value simulatedexperiments in China[J].Acta Seismological Sinica,1986,8(3):330―333.(in Chinese)
[27]Landis Eric N.Micro-macro fracture relationships andacoustic emissions in concrete[J].Construction andBuilding Materials,1999,13:65―72.
[28]Chang S-H,Lee C-I.Estimation of cracking and damagemechanisms in rock under triaxial compression bymoment tensor analysis of acoustic emission[J].International Journal of Rock Mechanics&MiningSciences,2004,41:1069―1086.
[29]Kao C-S,Carvalho FCS,Labuz JF.Micromechanisms offracture from acoustic emission[J].International Journalof Rock Mechanics&Mining Sciences,2011,48:686―673.