Stress evolution and failure process of Brazilian disc under impact

Zi-long Zhou , Yang Zou , Xi-bing Li , Yi-hui Jiang

Journal of Central South University ›› 2013, Vol. 20 ›› Issue (1) : 172 -177.

PDF
Journal of Central South University ›› 2013, Vol. 20 ›› Issue (1) : 172 -177. DOI: 10.1007/s11771-013-1473-3
Article

Stress evolution and failure process of Brazilian disc under impact

Author information +
History +
PDF

Abstract

To reveal stress distribution and crack propagation of Brazilian discs under impact loads, dynamic tests were conducted with SHPB (split Hopkinson pressure bar) device. Stress states of specimens were monitored with strain gauges on specimen surface and SHPB bars. The failure process of specimen was recorded by ultra speed camera FASTCAM SA1.1 (675 000 fps). Stress histories from strain gauges offer comprehensive information to evaluate the stress equilibrium of specimen in time and space. When a slowly rising load (with loading rates less than 1 200 N/s for d 50 mm bar) is applied, there is usually good stress equilibrium in specimen. The stress distribution after equilibrium is similar to its static counterpart. And the first crack initiates at the disc center and propagates along the load direction. But with the front of incident wave becoming steep, it is hard for specimens to get to stress equilibrium. The first crack may appear anywhere on the specimen together with multiple randomly distributed secondary cracks. For a valid dynamic Brazil test with stress equilibrium, the specimen will break into two halves neatly. While for tests with stress disequilibrium, missing strap may be found when broken halves of specimens are put together. For those specimens broken up neatly at center but having missing wedges at the loading areas, it is usually subjected to local buckling from SHPB bars.

Keywords

dynamic Brazil test / Brazilian disc / stress evolution / failure pattern

Cite this article

Download citation ▾
Zi-long Zhou, Yang Zou, Xi-bing Li, Yi-hui Jiang. Stress evolution and failure process of Brazilian disc under impact. Journal of Central South University, 2013, 20(1): 172-177 DOI:10.1007/s11771-013-1473-3

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

HondrosG.. The evaluation of Poisson’s ratio and modulus of materials of a low tensile resistance by the Brazilian test with particular reference to concrete [J]. Australian Journal of Applied Sciences, 1959, 10(3): 243-268

[2]

FairhurstC.. On the validity of the Brazilian test for brittle materials [J]. International Journal of Rock Mechanics and Mining Science, 1964, 1(4): 535-546

[3]

MellorM., HawkesI.. Measurement of tensile strength by diametral compression of discs and annuli [J]. Engineering Geology, 1971, 5(3): 173-225

[4]

HudsonJ. A., BrownE. T., RummelF.. The controlled failure of rock discs and rings loaded in diametral compression [J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1972, 9(2): 241-248

[5]

BieniawskiZ., HawkesI.. Suggested methods for determining tensile strength of rock materials [J]. International Journal of Rock Mechanics and Mining Science, 1978, 15(3): 99-103

[6]

ZhaoJ., LiH. B.. Experimental determination of dynamic tensile properties of a granite [J]. International Journal of Rock Mechanics and Mining Science, 2000, 37(5): 861-866

[7]

ZhouZ.-l., MaG. W., LiX.-bing.Dynamic Brazilian splitting and spalling tests for granite [C]// Proc 11th Cong ISRM, Ribeiro e Sousa, Olalla & Grossmann, eds, 2007LondonTaylor & Francis Group1127-1130

[8]

DaiF., HuangS., XiaK.. Some fundamental issues in dynamic compression and tension tests of rocks using Split Hopkinson Pressure Bar [J]. Rock Mechanics and Rock Engineering, 2010, 43(6): 657-666

[9]

ZhuW. C., TangC. A.. Numerical simulation of Brazilian disk rock failure under static and dynamic loading [J]. International Journal of Rock Mechanics and Mining Sciences, 2006, 43(2): 236-252

[10]

YuYong.. Questioning the validity of the Brazilian test for determining tensile strength of rocks [J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(7): 1150-1157

[11]

DouQ.-f., YueS., DaiG.-fei.. Experimental study on direct and indirect tension of rock [J]. Underground Space, 2004, 24(2): 178-181

[12]

WangQ. Z., LiW., XieH. P.. Dynamic split tensile test of Flattened Brazilian Disc of rock with SHPB setup [J]. Mechanics of Materials, 2009, 41(3): 252-260

[13]

LiX.-b., ZhouZ.-l., LiuD.-shun.ZhouY. X., ZhaoJ.Wave shaping by special shaped striker in SHPB tests, in advances in rock dynamics and applications [M], 2011LondonCRC Taylor & Francis Press105-124

[14]

ZhouZ.-l., LiX.-b., LiuA.-h., ZouYang.. Stress uniformity of split Hopkinson pressure bar under half-sine wave loads [J]. International Journal of Rock Mechanics and Mining Sciences, 2011, 48(4): 697-701

[15]

ZhouZ.-l., LiX.-b., YeZ.-y., LiuK.-wei.. Obtaining constitutive relationship for rate-dependent rock in SHPB tests [J]. Rock Mechanics and Rock Engineering, 2010, 43(6): 697-706

[16]

BazleA. G., SergeyL. L., JohnW. G. J.. Hopkinson bar experimental technique: A critical review [J]. Applied Mechanics Reviews, 2004, 57(4): 223-250

[17]

ZhouZ.-l., HongL., LiQ.-y., LiuZ.-xiang.. Calibration of SHPB system with special shape striker [J]. Journal of Central South University of Technology, 2011, 18(4): 1139-1143

AI Summary AI Mindmap
PDF

145

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/