A CRACK CLOSURE MODEL FOR BRITTLE ROCK SUBJECTED TO COMPRESSIVE-SHEAR LOADING 被引量：4

A CRACK CLOSURE MODEL FOR BRITTLE ROCK SUBJECTED TO COMPRESSIVESHEAR LOADING

下载PDF

导出

摘要１ＩＮＴＲＯＤＵＣＴＩＯＮＣｏｍｐｒｅｓｓｉｏｎｓｈｅａｒｆｒａｃｔｕｒｅｏｆｒｏｃｋｗａｓｉｎｖｅｓｔｉｇａｔｅｄｂｙｍａｎｙｒｅｓｅａｒｃｈｅｒｓ，Ｒａｏｅｔａｌ［１］ｓｔｕｄｉｅｄｔｈｉｓｆａｉｌｕｒｅｍｏｄｅｕｓｉｎｇｆｏｕｒｐｏｉｎｔｂ... Crack closure in brittle materials subjected to compressiveshear loading is studied to gain insight into compressiveshear failure mechanism. An analytical wing crack model for the stress intensity factors is developed in the light of superimposition principle. The model can be successfully used to predict outofplane initiation and extension. Comparison shows that the K values at wing crack tips obtained by the present method agree well with the exact solution proposed by Horii and NematNasser. The comparison with other approximate model is also given.

作者 Chen, F Sun, ZQ Xu, JC

机构地区 Cent S Univ Technol

出处《中国有色金属学会会刊：英文版》 CSCD 1999年第2期223-228,共6页 Transactions of Nonferrous Metals Society of China

关键词 CRACK closurecompressiveshear loadingstress INTENSITY factor crack closurecompressiveshear loadingstress intensity factor

分类号 TD315 [矿业工程—矿井建设]

引文网络
相关文献

同被引文献17

1王卫华,李夕兵,张义平,左宇军.Closure behavior of rock joint under dynamic loading[J].Journal of Central South University of Technology,2007,14(3):408-412. 被引量：6
2Crouch S L. Boundary Element Method in Solid Mechanics[M].London: George Allen & Unwin, 1983
3Schwer Leonard E, Lindberg Herbert E. Finite element slideline approach for calculating tunnel response in jointed rock[J].International Journal for Numerical and Analytical Methods. in Geomechanics, 1992, 16(7): 529～540
4Reyes O, Einstein H H. Failure mechanism of fractured rock -a fracture coalescence model[A]. In: Proc. of 7th Int. Conf. on Rock Mechanics[C]. Rotterdam: A.A. Balkeman, 1991, 1: 333-340
5C. Atkinson,R. E. Smelser,J. Sanchez.Combined mode fracture via the cracked Brazilian disk test[J].International Journal of Fracture.1982(4)
6Awaiji H,Sato S.Combined mode fracture toughness measurement by the disk test[].Journal of Engineering Materials and Technology Transactions of the ASME.1978
7Büeckner H.A novel principle for the computation of stress intensity factors[].Zeitschrift für Angewandte Mathematik und Mechanik.1970
8WU X R,Carlsson A J.Weight function and stress intensity factor solutions[]..1991
9Fett T.Mode Ⅱweight function for circular disk with internal radial crack and application to the Brazilian disk test[].International Journal of Fracture.1988
10邬爱清,任放,董学晟.DDA数值模型及其在岩体工程上的初步应用研究[J].岩石力学与工程学报,1997,16(5):411-417. 被引量：51

引证文献4

1CHEN Feng, SUN Zong qi, XU Ji cheng (The Key Laboratory of Nonferrous Metal Materials Science and Engineering, Central South University, Changsha 410083, China).Semi-analytical weight function method for center-cracked circular disk subjected to diametral compression[J].Journal of Central South University of Technology,2001,8(2):99-104.
2CHEN Feng,SUN Zong qi,XU Ji cheng,ZHANG Jing yi (Key Laboratory of Nonferrous Metal Materials Science & Engineering, Central South University, Changsha 410083, China).A composite material model for investigation of micro-fracture mechanism of brittle rock subjected to uniaxial compression[J].Journal of Central South University of Technology,2001,8(4):258-262. 被引量：4
3曹平,邓志斌,陈枫.岩体闭合节理摩擦滑动模拟与力学行为研究[J].岩石力学与工程学报,2004,23(20):3439-3443. 被引量：4
4李科,黄伦海,黄醒春.Propagation simulation and dilatancy analysis of rock joint using displacement discontinuity method[J].Journal of Central South University,2014,21(3):1184-1189. 被引量：2

二级引证文献10

1叶永,杨新华,陈传尧.Viscoelastoplastic constitutive model for creep deformation behavior of asphalt sand[J].Journal of Central South University,2008,15(S1):13-16. 被引量：4
2张吉龙,童辉.夹沟矿不同跨度采空区顶板的稳定性分析研究[J].矿业研究与开发,2007,27(2):32-34. 被引量：11
3叶洲元,洪亮,刘希灵,尹土兵.Constitutive model of rock based on microstructures simulation[J].Journal of Central South University of Technology,2008,15(2):230-236. 被引量：3
4张平,李夕兵,李宁.Strength evolution law of cracked rock based on localized progressive damage model[J].Journal of Central South University of Technology,2008,15(4):493-497. 被引量：4
5高文龙,姜耀东,湛川.软弱结构面表面形态与充填度的力学特性研究[J].工程地质学报,2010,18(1):127-131. 被引量：14
6谭松成,段隆臣,叶雪峰,王红波.硬岩钻进用石油钻头研究现状及发展趋势[J].地质与勘探,2013,49(2):373-378. 被引量：19
7王晶军.巴鲁巴铜矿采场结构参数优化数值模拟研究[J].有色金属（矿山部分）,2014,66(4):14-17. 被引量：1
8Wenlin Feng,Shuangjian Niu,Chunsheng Qiao,Dujian Zou.Nonlinear constitutive models of rock structural plane and their applications[J].Journal of Rock Mechanics and Geotechnical Engineering,2024,16(3):790-806.
9李科,江星宏,吴梦军,丁浩.断裂扰动区隧道初始地应力场数值反演[J].土木工程学报,2017,50(S2):255-259. 被引量：7
10曹平,曹日红,赵延林,张科,蒲成志,范文臣.岩石裂纹扩展-破断规律及流变特征[J].中国有色金属学报,2016,26(8):1737-1762. 被引量：28

1王飞,黄醒春,邓建华.Numerical Analysis of Crack Under Compression by 3D Displacement Discontinuity Method[J].Journal of Shanghai Jiaotong university(Science),2010,15(3):297-300. 被引量：1
2Wang Yu,Du Wentang,Xu Bohui,Zhang Haiyang,Yang Cuina.Numerical simulation of hydrodynamic characteristics during the diversion closure in a horizontal tunnel[J].International Journal of Mining Science and Technology,2013,23(3):363-367. 被引量：1
3YU Guang-ming~1, ZHANG Chun-hui~2 (1. Qingdao Institute of Architecture and Engineering, Qingdao 266033, China,2. Liaoning Technical University, Fuxin 123000, China).Coordination and evolution mechanism of fractal crack network in mining rock mass destruction[J].中国有色金属学会会刊：英文版,2005,15(S1):105-107. 被引量：1
4岳乾,李希建,仇模伟,张鹏.复杂地质工作面覆岩采动两带高度数值模拟与实测研究[J].煤炭技术,2014,33(11):137-139. 被引量：4
5Peng Shoujian,Xu Jiang,Yin Guangzhi,Liu Dong,Wang Weizhong.Spatial-temporal evolution of gas migration pathways in coal during shear loading[J].International Journal of Mining Science and Technology,2012,22(6):769-773. 被引量：2
6谭章禄,王华胜.Intellectual Factor Analysis Method and Its Application in Mining[J].International Journal of Mining Science and Technology,1999,20(2):156-159. 被引量：1
7HUANG Qing-xiang ZHANG Wen-zhong.Research on downward crack closing of clay aquiclude in shallow coal seam safety mining[J].Journal of Coal Science & Engineering(China),2011,17(3):349-354.
8ZHANG Hua-xing, WANG Jian-xue, ZHAO You-xing (China Coal Research Institute, Beijing 100013, China).Analysis of main factors in partial mining subsidence[J].中国有色金属学会会刊：英文版,2005,15(S1):73-75. 被引量：1
9董东林,武强,孙桂敏,钱增江,陈萍,陈佩佩,邹德禹,刘金韬,袁建明,Hannie de Ruiter.Research on Water-Filling Patterns and Countermeasures──A case study of Xiaotun Coal Mine[J].International Journal of Mining Science and Technology,2000,21(1):45-48.
10李连崇,唐春安,马天辉,赵兴东.Research on the closure and creep mechanism of circular tunnels[J].Journal of Coal Science & Engineering(China),2008,14(2):195-199.

中国有色金属学会会刊：英文版

1999年第2期

浏览历史

内容加载中请稍等...

A CRACK CLOSURE MODEL FOR BRITTLE ROCK SUBJECTED TO COMPRESSIVE-SHEAR LOADING 被引量：4

同被引文献17

引证文献4

二级引证文献10

相关作者

相关机构

相关主题

浏览历史