TUTCRIS - Tampereen teknillinen yliopisto

TUTCRIS

Numerical modelling of rock fracture with a Hoek-Brown viscoplastic-damage model implemented with polygonal finite elements

Tutkimustuotosvertaisarvioitu

Yksityiskohdat

AlkuperäiskieliEnglanti
OtsikkoGeomechanics and Geodynamics of Rock Masses, Volume 1: Proceedings of the 2018 European Rock Mechanics Symposium
ToimittajatVladimir Litvinenko
KustantajaCRC Press
Sivut903-908
ISBN (elektroninen)9780429461774
TilaJulkaistu - toukokuuta 2018
OKM-julkaisutyyppiA4 Artikkeli konferenssijulkaisussa
TapahtumaEuropean Rock Mechanics Symposium - St. Petersburg, Venäjä
Kesto: 22 toukokuuta 201826 toukokuuta 2018

Conference

ConferenceEuropean Rock Mechanics Symposium
MaaVenäjä
KaupunkiSt. Petersburg
Ajanjakso22/05/1826/05/18

Tiivistelmä

In the present paper, the rock mineral structure is described as a Voronoi diagram where the Voronoi cells are polygonal finite elements. The minerals constituting the rock are represented by random clusters of polygonal finite elements. Rock fracture is described in the continuum sense by using a damage-viscoplasticity model based on the Hoek-Brown criterion. Due to the asymmetry of the tension and compression behavior of rocks, separate scalar damage variables, driven by viscoplastic strain, are employed in tension and compression. The system equation of motion are solved by explicit time marching since the final aim of this research project is to model transient problems with contact loading (such as percussive rock drilling). In the numerical examples, the capabilities of the present numerical approach are demonstrated. Specifically, uniaxial
tension and compression tests of a numerical rock sample are simulated under plane strain conditions. It is shown that the present method can capture the salient features, including the stress-strain response and the failure modes, of typical rock behavior in these constitutive tests.

Julkaisufoorumi-taso

Tilastokeskuksen tieteenalat