Measuring coarse grain deformation by digital image correlation

被引:2
作者
Silvani, Claire [1 ]
Rethore, Julien [2 ]
Nicaise, Sylvie [3 ]
机构
[1] Univ Lyon, INSA Lyon, GEOMAS, EA 7495, F-69621 Villeurbanne, France
[2] Univ Nantes, CNRS, UMR 6183, Res Inst Civil Engn & Mech,Cent Nantes, Nantes, France
[3] Aix Marseille Univ, INRAE, UR RECOVER, 3275 Route Cezanne,CS 40061, F-13182 Aix En Provence 5, France
关键词
coarse granular materials; digital image correlation; mesoscopic scale; oedometric compression; strain; GRANULAR-MATERIALS; STRAIN; MESOSCALE; SCALE; KINEMATICS; MECHANICS; EVOLUTION; CONE;
D O I
10.1111/str.12378
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
This work presents results from oedometric compression of coarse granular material. Coarse granular media exhibit significant deformations making it complicated to predict the settlement of structures. In this paper, a measurement technique was developed for the analysis of two-dimensional (2-D) images of a deforming coarse granular medium to investigate its deformation. This was achieved by realising grain-based image correlation to measure the grain transformation in gravel with the use of a digital image correlation technique. The 2-D displacement fields enable us to explore the behaviour of granular media at different scales: microscopic, mesoscopic and macroscopic scales. The mesoscopic scale is defined from branches that connect the centres of three neighbouring grains, using a Delaunay triangulation to account for an equivalent continuum media. Whereas the consistency of the macroscopic strain and the average mesoscopic strain is assessed, it is shown that a deviation from the normalised microscopic vertical displacement is an indicator of the heterogeneity of the mesoscopic strain field. The proposed mesoscopic analysis allows us to investigate these heterogeneities. Another important result is that even if the amplitude of the microscopic strain is small (approximately 100 times smaller) compared with the other strain measures, it confirms that the grains are not rigid and that their ultimate strain can be estimated using the proposed approach.
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页数:14
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共 38 条
  • [1] Experimental micromechanics: grain-scale observation of sand deformation
    Ando, E.
    Hall, S. A.
    Viggiani, G.
    Desrues, J.
    Besuelle, P.
    [J]. GEOTECHNIQUE LETTERS, 2012, 2 : 107 - 112
  • [2] Grain-scale experimental investigation of localised deformation in sand: a discrete particle tracking approach
    Ando, Edward
    Hall, Stephen A.
    Viggiani, Gioacchino
    Desrues, Jacques
    Besuelle, Pierre
    [J]. ACTA GEOTECHNICA, 2012, 7 (01) : 1 - 13
  • [3] Experimental study of cone penetration in silica sand using digital image correlation
    Arshad, M. I.
    Tehrani, F. S.
    Prezzi, M.
    Salgado, R.
    [J]. GEOTECHNIQUE, 2014, 64 (07): : 551 - 569
  • [4] Analysis of microstructural strain tensors for granular assemblies
    Bagi, K
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2006, 43 (10) : 3166 - 3184
  • [5] Stress and strain in granular assemblies
    Bagi, K
    [J]. MECHANICS OF MATERIALS, 1996, 22 (03) : 165 - 177
  • [6] Besuelle P., 2009, P 1 INT S COMP GEOM
  • [7] Change of scale in granular materials
    Cambou, B
    Chaze, M
    Dedecker, F
    [J]. EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2000, 19 (06) : 999 - 1014
  • [8] Analysis of internal state and strains in granular material at meso-scale: influence of particle shape
    Chaze, Marie
    Cambou, Bernard
    [J]. GRANULAR MATTER, 2014, 16 (05) : 657 - 673
  • [9] Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography
    Desrues, J
    Chambon, R
    Mokni, M
    Mazerolle, F
    [J]. GEOTECHNIQUE, 1996, 46 (03): : 529 - 546
  • [10] Analysis of three-dimensional micro-mechanical strain formulations for granular materials: Evaluation of accuracy
    Duran, O.
    Kruyt, N. P.
    Luding, S.
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2010, 47 (02) : 251 - 260