Timo Saksala, Arturo Rubio Ruiz, Suprit Bhusare, Gaurav Mohanty, Terence Coudert, Stéphane Dumoulin, Ruben Bjørge, Pascal‐Alexandre Kane, Mikko Hokka
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引用次数: 0
Abstract
The present study develops a finite element‐based numerical method for simulation of frictional rotational sliding induced damage and heating effects on rock. The method is applied to the Sievers’ J‐ miniature drill test, which is widely used for estimating the rock drillability and predicting the cutter life. A continuum approach based on a damage‐viscoplastic model for rock failure is adopted. The viscoplasticity part, based on the Drucker–Prager yield surface with a rounded Rankine criterion as the tensile cut‐off, defines the stress states leading to rock failure. This failure is captured by the damage model, which uses separate damage variables for tension and compression (shear). A special workflow for generating granite mineral mesostructures based on Neper, DREAM3D, and Matlab software is developed. Moreover, nanoindentation tests are performed for determination of the elastic material constants for the Kuru granite constituent minerals. The global coupled thermo‐mechanical problem with frictional contact is solved with a staggered globally iterative approach. The FE discretized balance of linear momentum is time discretized with the Newmark scheme, and the FE discretized heat equation is time discretized with the Backward Euler scheme. The tangent stiffness operator required by the Newton–Raphson iteration is derived for the isothermal case using the penalty method for contact modelling. Preliminary numerical simulations of the Sievers’ J‐miniature drill test on granite demonstrate that the approach holds some promise and thereby provides a platform to be extended to simulate frictional rotational sliding induced damage and heating effects on rocks in other applications as well.
期刊介绍:
The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.