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Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples

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dc.contributor.author Van de Steen, B en_US
dc.contributor.author Vervoort, A en_US
dc.contributor.author Napier, JAL en_US
dc.date.accessioned 2007-02-06T08:35:42Z en_US
dc.date.accessioned 2007-06-07T10:04:53Z
dc.date.available 2007-02-06T08:35:42Z en_US
dc.date.available 2007-06-07T10:04:53Z
dc.date.copyright en_US
dc.date.issued 2001-03 en_US
dc.identifier.citation Van de Steen, B, Vervoort, A and Napier, JAL. 2001. Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples. International journal of fracture, vol, 108(2), pp 165-191 en_US
dc.identifier.issn 0376-9429 en_US
dc.identifier.uri http://hdl.handle.net/10204/1473 en_US
dc.identifier.uri http://hdl.handle.net/10204/1473
dc.description.abstract A two-dimensional boundary element code, based on the displacement discontinuity method is used to simulate a confined compression test. The method takes account of the granular nature of the rock and of the presence of pre-existing defects. Fracture propagation is thought to depend, amongst other factors, on the crack orientation, the residual friction angle, the dilation angle, and the confining pressure. To obtain a more precise understanding of the influence of these properties on the crack growth process, their influence on the normal stress and the excess shear stress on potential fracture planes ahead of the crack tip are investigated for a single crack configuration. The orientation of the potential fracture planes proves to be the most important parameter determining fracture growth. A series of numerical experiments is carried out to determine the influence of the tessellation pattern used to represent the granular nature of the rock. Both the influence of the type of tessellation and the tessellation density are evaluated, and reasons for the differences in behaviour are presented. The results of the simulations with the Delaunay and a Voronoi tessellation with internal fracture paths compare well with the fracture pattern obtained in laboratory tests. The pre-peak non-linearity in the stress-strain response obtained with the Voronoi tessellation and the post-peak strain softening obtained with the Delaunay tessellation are combined in one model. For that purpose, a Voronoi tessellation with internal fracture paths is used, whereby the properties of the elements of the polygons and of the internal fracture paths are assigned different values. The role that is played by shear failure and the influence of dilation on the localization process is determined by means of some further numerical experiments. It is shown that at the scale, at which the material is modelled, shear failure is required for a shear band to develop. en_US
dc.format.extent 395888 bytes en_US
dc.format.mimetype application/pdf en_US
dc.language.iso en en_US
dc.publisher Kluwer Academic Publisher en_US
dc.rights Copyright: 2001 Kluwer Academic Publisher en_US
dc.source en_US
dc.subject Boundary elements en_US
dc.subject Brittle rocks en_US
dc.subject Delaunay tessellations en_US
dc.subject Displacement discontinuities en_US
dc.subject Voronoi tessellations en_US
dc.title Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples en_US
dc.type Article en_US
dc.identifier.apacitation Van de Steen, B., Vervoort, A., & Napier, J. (2001). Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples. http://hdl.handle.net/10204/1473 en_ZA
dc.identifier.chicagocitation Van de Steen, B, A Vervoort, and JAL Napier "Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples." (2001) http://hdl.handle.net/10204/1473 en_ZA
dc.identifier.vancouvercitation Van de Steen B, Vervoort A, Napier J. Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples. 2001; http://hdl.handle.net/10204/1473. en_ZA
dc.identifier.ris TY - Article AU - Van de Steen, B AU - Vervoort, A AU - Napier, JAL AB - A two-dimensional boundary element code, based on the displacement discontinuity method is used to simulate a confined compression test. The method takes account of the granular nature of the rock and of the presence of pre-existing defects. Fracture propagation is thought to depend, amongst other factors, on the crack orientation, the residual friction angle, the dilation angle, and the confining pressure. To obtain a more precise understanding of the influence of these properties on the crack growth process, their influence on the normal stress and the excess shear stress on potential fracture planes ahead of the crack tip are investigated for a single crack configuration. The orientation of the potential fracture planes proves to be the most important parameter determining fracture growth. A series of numerical experiments is carried out to determine the influence of the tessellation pattern used to represent the granular nature of the rock. Both the influence of the type of tessellation and the tessellation density are evaluated, and reasons for the differences in behaviour are presented. The results of the simulations with the Delaunay and a Voronoi tessellation with internal fracture paths compare well with the fracture pattern obtained in laboratory tests. The pre-peak non-linearity in the stress-strain response obtained with the Voronoi tessellation and the post-peak strain softening obtained with the Delaunay tessellation are combined in one model. For that purpose, a Voronoi tessellation with internal fracture paths is used, whereby the properties of the elements of the polygons and of the internal fracture paths are assigned different values. The role that is played by shear failure and the influence of dilation on the localization process is determined by means of some further numerical experiments. It is shown that at the scale, at which the material is modelled, shear failure is required for a shear band to develop. DA - 2001-03 DB - ResearchSpace DP - CSIR KW - Boundary elements KW - Brittle rocks KW - Delaunay tessellations KW - Displacement discontinuities KW - Voronoi tessellations LK - https://researchspace.csir.co.za PY - 2001 SM - 0376-9429 T1 - Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples TI - Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples UR - http://hdl.handle.net/10204/1473 ER - en_ZA


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