A dynamic punch method to quantify the dynamic shear strength of brittle solids

被引:38
作者
Huang, S. [1 ,2 ]
Feng, X. T. [3 ]
Xia, K. [1 ,2 ]
机构
[1] Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
[2] Univ Toronto, Lassonde Inst, Toronto, ON M5S 1A4, Canada
[3] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotechn Engn, Wuhan 430071, Peoples R China
基金
加拿大自然科学与工程研究理事会;
关键词
HOPKINSON PRESSURE BAR; PULSE-SHAPING TECHNIQUES; INDEX TEST; ROCK;
D O I
10.1063/1.3585983
中图分类号
TH7 [仪器、仪表];
学科分类号
0804 ; 080401 ; 081102 ;
摘要
Shear strength is an important material parameter for brittle solids. This parameter has been extensively used in material failure models. Although a few methods have been proposed to quantify this parameter under the static loading condition, there is no such a method available to measure it under dynamic loading conditions. This paper presents a punch shear device to measure the dynamic shear strength of brittle solids. In this method, a split Hopkinson pressure bar system (SHPB) is used to exert the dynamic load to a thin disc sample, which is placed in a specially designed holder to minimize the bending stress induced by punching. The sample holder also allows the punch head to load the sample directly and in combination with momentum-trap technique in SHPB, it enables soft recovery of the rock plug and rock ring produced by the punching test. The flexibility and applicability of this method is demonstrated by the application of an isotropic and fine-grained sandstone. Within the theoretical framework of the classical Mohr-Coulomb failure model, the obtained dynamic shear strengths are consistent with the dynamic tensile strengths for the same rock from the literature. (C) 2011 American Institute of Physics. [doi:10.1063/1.3585983]
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页数:5
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