Experimental and numerical study of drill bit drop tests on Kuru granite

Author:

Fourmeau Marion1ORCID,Kane Alexandre1,Hokka Mikko2

Affiliation:

1. SINTEF Materials and Chemistry, Richard Birkelandsvei 2, 7465 Trondheim, Norway

2. Department of Materials Science, Tampere University of Technology, PO Box 589, 33101 Tampere, Finland

Abstract

This paper presents an experimental and numerical study of Kuru grey granite impacted with a seven-buttons drill bit mounted on an instrumented drop test machine. The force versus displacement curves during the impact, so-called bit–rock interaction (BRI) curves, were obtained using strain gauge measurements for two levels of impact energy. Moreover, the volume of removed rock after each drop test was evaluated by stereo-lithography (three-dimensional surface reconstruction). A modified version of the Holmquist–Johnson–Cook (MHJC) material model was calibrated using Kuru granite test results available from the literature. Numerical simulations of the single drop tests were carried out using the MHJC model available in the LS-DYNA explicit finite-element solver. The influence of the impact energy and additional confining pressure on the BRI curves and the volume of the removed rock is discussed. In addition, the influence of the rock surface shape before impact was evaluated using two different mesh geometries: a flat surface and a hyperbolic surface. The experimental and numerical results are compared and discussed in terms of drilling efficiency through the mechanical specific energy. This article is part of the themed issue ‘Experimental testing and modelling of brittle materials at high strain rates’.

Funder

Research Council of Norway

Publisher

The Royal Society

Subject

General Physics and Astronomy,General Engineering,General Mathematics

Reference24 articles.

1. Discrete element modeling of tool-rock interaction II: rock indentation

2. Wittig V Bracke R Hyun-Ick Y. 2015 Hydraulic DTH fluid/mud hammers with recirculation capabilities to improve ROP and hole cleaning for deep hard rock geothermal drilling. In Proc. World Geothermal Congress .

3. Soil mechanics and plastic analysis or limit design

4. Empirical strength criterion for rock masses;Hoek E;J. Geotech. Eng. Div. ASCE,1980

5. Finite element modeling of rock cutting and its fragmentation process

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