›› 2011, Vol. 32 ›› Issue (10): 3155-3162.

• Numerical Analysis • Previous Articles     Next Articles

Study of mode II crack propagation of quasi-brittle material under impact loading

YUAN Lin1, XU Tao1, 2, ZHAO Gao-feng3, YANG Yue-feng4, CHEN Geng1   

  1. 1. Research Center for Numerical Tests on Material Failure, Dalian University, Dalian, Liaoning 116622, China; 2. State Key Laboratory of Geo-hazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China; 3. School of Civil and Environmental Engineering, the University of New South Wales, Sydney NSW 2052, Australia; 4. Center for Rock Instability and Seismicity Research, Dalian University of Technology, Dalian, Liaoning 116024, China
  • Received:2010-05-08 Online:2011-10-10 Published:2011-10-13

Abstract: Dynamic failure of quasi-brittle materials under dynamic loading has been a hot issue; the direction of crack propagation of pre-cracked specimens with mode II crack subjected to impact shear loading is closely related to its mechanical properties and impact velocity. The numerical simulations of dynamic shear crack propagation in specimens with two parallel edge pre-notches subjected to impact loading were carried out to investigate the propagation of mode II crack using rock failure process analysis-dynamic code. The effects of material properties, material heterogeneity, incident stress pulse amplitude and duration on the mode II crack propagation path were also investigated. The numerical results show that the mode II crack propagation under impact loading is induced by the shear damage as well as the tensile damage. Microcracks around main-crack are due to the material heterogeneity, which in turn influences the crack bifurcation and associated stress fields around cracks. Crack branching occurs and the specimen is further damaged when stress amplitude and duration are respectively beyond a certain value. The study result is of great help to investigate the law of mode II crack propagation and reveals the mechanism of damage and fracture of quasi-brittle materials under impact loading.

Key words: mode II crack propagation, stress wave, heterogeneity, quasi-brittle material, impact loading

CLC Number: 

  • TU 452
[1] YU Zheng, YANG Long-cai, ZHANG Yong, ZHAO Wei, . Uncertainty analysis of tunnel surrounding rock deformation considering consistency of geological heterogeneity features [J]. Rock and Soil Mechanics, 2019, 40(5): 1947-1956.
[2] WEI Jiu-qi, LÜ Ya-ru, LIU Guo-quan, ZHANG Lei, LI Lei , . One-dimensional impact responses and energy absorption of calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(1): 191-198.
[3] LIU Gang, MA Feng-shan, ZHAO Hai-jun, FENG Xue-lei, GUO Jie,. Failure mechanisms study of heterogeneous jointed rock mass considering statistical damage model in tensile-shear test [J]. , 2018, 39(S1): 9-20.
[4] WANG Fei-li, WANG Shu-hong, XIU Zhan-guo. Method on stress quantification and strength characterization of rock structural plane under the disturbance of stress wave [J]. , 2018, 39(8): 2844-2850.
[5] YAN Xiu-fa, QIAN Qi-hu, ZHAO Yue-tang, ZHOU Yin-zhi,. A method for simulating fracture in quasi-brittle materials [J]. , 2017, 38(12): 3462-3468.
[6] GAO Shuai, WEI Ning, LI Xiao-chun, LEI Hong-wu, LIU Ming-ze,. Effect of layered heterogeneity on CO2 migration and leakage mechanism in the cap rock [J]. , 2017, 38(11): 3287-3294.
[7] PANG Long-long , XU Xue-feng , SI Liang , ZHANG Hao , LI Zheng-ke , . Analysis of prevention mechanism of upper protective seam mining on rock rockburst induced by thick conglomerate [J]. , 2016, 37(S2): 120-128.
[8] CHEN Jun-hua , ZHANG Jia-sheng , LI Xin-ping,. Study of presplitting blasting parameters and its application based on rock blasting-induced damage theory [J]. , 2016, 37(5): 1441-1450.
[9] HUO Ji-xiang, SONG Han-zhou. Decoupling approach to solving multicomponent reactive transport model in heterogeneous domain [J]. , 2015, 36(S2): 57-63.
[10] LIU Ye, JING Fu-xing, FENG Yu. Study of occurrence mechanism and risk analysis of induced rockburst in roadway [J]. , 2015, 36(S2): 201-207.
[11] LI Feng, ZHANG Ya-guang, LIU Jian-rong, LIU Dan-long. Dynamic response characteristics of tectonic coal under dynamic loading [J]. , 2015, 36(9): 2523-2531.
[12] LUO Zhou-quan ,CHEN Jie ,XIE Cheng-yu ,WANG Wei ,LIU Xiao-ming,. Mechanism of impact-induced damage of main chute and its experimental validation [J]. , 2015, 36(6): 1744-1751.
[13] QU Shi-jie ,LIU Ji-fei,. Numerical analysis of joint angle effect on cracking with presplit blasting [J]. , 2015, 36(1): 189-194.
[14] ZHANG Le , LU Wen-bo , ZHOU Jun-ru , HU Ying-guo , CHEN Ming , YAN Peng , . Dynamic response and local failure mechanism of division pier under blasting impact load [J]. , 2014, 35(S2): 520-527.
[15] LIU Yong-jian,FU Na,LIN Hui. Law study of dynamic discharge water of marine soft clay under impact loading [J]. , 2014, 35(S1): 71-77.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .
[2] ZHANG Wen-jie,CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[3] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[4] WAN Zhi, DONG Hui, LIU Bao-chen. On choice of hyper-parameters of support vector machines for time series regression and prediction with orthogonal design[J]. , 2010, 31(2): 503 -508 .
[5] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
[6] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[7] HU Yong-gang, LUO Qiang, ZHANG Liang, HUANG Jing, CHEN Ya-mei. Deformation characteristics analysis of slope soft soil foundation treatment with mixed-in-place pile by centrifugal model tests[J]. , 2010, 31(7): 2207 -2213 .
[8] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[9] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[10] YANG Zhao-liang, SUN Guan-hua, ZHENG Hong. Global method for stability analysis of slopes based on Pan’s maximum principle[J]. , 2011, 32(2): 559 -563 .