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Effect of Cutting Tool Properties and Depth of Cut in Rock Cutting: An Experimental Study

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Abstract

The current paper is designed to investigate the effect of worn (blunt) polycrystalline diamond compact cutter properties on both the contact stress (\(\sigma\)) and friction coefficient (μ) mobilized at the wear flat–rock interface at different inclination angles of the wear flat surface and at a wide range of depths of cut. An extensive and comprehensive set of cutting experiments is carried out on two sedimentary rocks (one limestone and one sandstone) using a state-of-the-art rock cutting equipment (Wombat) and various blunt cutters. Experiments with blunt cutters are characterized by different wear flat inclination angles (\(\beta\)), different wear flat surface roughness (\(R_{a}\)), different wear flat material, and different cutting tool velocities (\({\varvec{v}}\)) were conducted. The experimental results show that both the contact stress and friction coefficient are predominantly affected by the wear flat roughness at all inclination angles of the wear flat; however, the cutting tool velocity has a negligible influence on both the contact stress and friction coefficient. Further investigations suggest that the contact stress is greatly affected by the depth of cut within the plastic regime of frictional contact while the contact stress is insensitive to the depth of cut within the elastic regime.

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Fig. 1

(Reproduced with permission from Rostam Sowlat 2017)

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Notes

  1. This microscope was housed at the Centre for Microscopy, Characterization and Analysis (CMCA) at the University of Western Australia (UWA).

Abbreviations

F :

Total force acting on the cutter

\(F_{c}\), \(F_{f}\) :

Total cutting and frictional contact forces

\(F_{cn}\), \(F_{cs}\) :

Normal and tangential components of the cutting force

\(F_{fn}\), \(F_{fs}\) :

Normal and tangential components of frictional-contact force

\(\tilde{F_{fn}}, \tilde{F_{fs}}\) :

Projected components of the contact force components

d :

Depth of cut

\(A_{c}\) :

Cross-sectional area of groove traced by cutter

\(A_{f}\) :

Wear flat area

\(\omega\) :

Width of cutter

q :

Uniaxial compressive strength of the rock material

\(\zeta\) :

Ratio of normal component to tangential component of the cutting force

\(\varepsilon\) :

Intrinsic specific energy

\(\theta\) :

Back rake angle

\(\theta _{*}\) :

Initial back rake angle

\(\Delta \theta _{*}\) :

Relative increment of back rake angle

\(\psi\) :

Interfacial friction angle

\(\varvec{v}\) :

Horizontal cutting velocity

\(\phi\) :

Friction angle

\(\mu\) :

Friction coefficient

\(\sigma\) :

Normal contact stress

\(\ell\) :

Total length of wear flat surface

\(\ell _{1}\) :

Length of PDC section of wear flat

\(\ell _{2}\) :

Length of carbide section of wear flat

E :

Specific energy

S :

Drilling strength

\(R_{a}\) :

Roughness of wear flat surface

\(\beta\) :

Inclination angle of wear flat surface with respect to velocity vector

\(E^{*}\) :

Plane strain elastic modulus of the rock material

\(\nu\) :

Poisson’s ratio of the rock material

\(\varphi\) :

Internal friction angle of the rock material

\(\prod\) :

Scaled contact stress

\(\eta\) :

Dimensionless number

\(\chi\) :

Chamfer angle

k :

Normal line to the cutting face

\(\Delta z\) :

Relative vertical displacement of spindle

References

  • Adachi JI (1996) Frictional contact in rock cutting with blunt tools. M. Sc Thesis, Civil Engineering, University of Minnesota

  • Adachi JI, Detournay E, Drescher A (1996) Determination of rock strength parameters from cutting tests. In: Proc NARMS, pp. 1517–1523

  • Akbari B, Miska S (2016) The effects of chamfer and back rake angle on PDC cutters friction. J Nat Gas Sci Eng 35:347–353. https://doi.org/10.1016/j.jngse.2016.08.043

    Article  Google Scholar 

  • Almenara J, Detournay E (1992) Cutting experiments in sandstones with blunt PDC cutters. In: Rock characterization: ISRM Symposium, Eurock’92, Chester, UK, 14–17 September 1992, Thomas Telford Publishing, pp 215–220

  • Besselink B (2008) Analysis and validation of self-excited drill string oscillations. M. Sc Thesis, Department of Mechanical Engineering, Eindhoven University of Technology

  • Challamel N, Sellami H (1998) Application of yield design for understanding rock cutting mechanism. Society of Petroleum Engineers, SPE/ISRM Rock Mechanics in Petroleum Engineering

  • Che D, Han P, Guo P, Kornel E (2012) Issues in polycrystalline diamond compact cutter-rock interaction from a metal machining point of view—part I: temperature, stresses, and forces. J Manuf Sci Eng 134(064001):1. https://doi.org/10.1115/1.4007468

    Google Scholar 

  • Che D, Zhu WL, Ehmann KF (2016) Chipping and crushing mechanisms in orthogonal rock cutting. Int J Mech Sci 119:224–236. https://doi.org/10.1016/j.ijmecsci.2016.10.020

    Article  Google Scholar 

  • Dagrain F (2006) Etude des mecanismes de coupe des roches avec couteaux uses - approche des mécanismes de frottement sous les couteaux par le concept du troisième corps. Ph.D. Thesis, Faculté Polytechnique de Mons

  • Dehkhoda S, Detournay E (2017) Mechanics of actuated disc cutting. Rock Mech Rock Eng 50(2):465–483. https://doi.org/10.1007/s00603-016-1121-y

    Article  Google Scholar 

  • Detournay E, Defourny P (1992) A phenomenological model for the drilling action of drag bits. Int J Rock Mech Min Sci Geomech Abstr 29(1):13–23

    Article  Google Scholar 

  • Detournay E, Richard T, Shepherd M (2008) Drilling response of drag bits: theory and experiment. Int J Rock Mech Min Sci 45(8):1347–1360. https://doi.org/10.1016/j.ijrmms.2008.01.010

    Article  Google Scholar 

  • Fairhurst C, Lacabanne W (1957) Hard rock drilling techniques. Mine Quarry Eng 23:157–161

    Google Scholar 

  • Geoffroy H, Minh DN, Bergues J, Putot C (1998) Frictional contact on cutters wear flat and evaluation of drilling parameters of a PDC bit. In: SPE/ISRM Rock Mechanics in Petroleum Engineering, Society of Petroleum Engineers. https://doi.org/10.2118/47323-MS

  • Gerbaud L, Menand S, Sellami H (2006) PDC bits: all comes from the cutter rock interaction. In: IADC/SPE Drilling Conference, 21–23 February, Miami, Florida, USA, Society of Petroleum Engineers. https://doi.org/10.2118/98988-MS

  • Glowka DA (1987) Development of a method for predicting the performance and wear of PDC (polycrystalline diamond compact) drill bits. Tech. rep., Sandia National Labs., Albuquerque, NM, USA

  • Glowka DA (1989) Use of single-cutter data in the analysis of PDC bit designs: part 1-development of a PDC cutting force model. J Pet Technol 41(08):797–849. https://doi.org/10.2118/15619-PA

    Article  Google Scholar 

  • He X, Xu C (2016) Specific energy as an index to identify the critical failure mode transition depth in rock cutting. Rock Mech Rock Eng 49(4):1461–1478. https://doi.org/10.1007/s00603-015-0819-6

    Article  Google Scholar 

  • Lasserre C (1994) Rock friction apparatus: Realisation de tests de coupe sur roches a l’aide d’un outil PDC. Tech. rep., Institut en Sciences et Technologies Geophysique et Geotechniques, Universite de Paris VI, Paris, France

  • Lhomme T (1999) Frictional contact at a rock-tool interface: an experimental study. M.Sc. Thesis, University of Minnesota

  • Liu W, Zhu X, Jing J (2017) The analysis of ductile-brittle failure mode transition in rock cutting. J Pet Sci Eng. https://doi.org/10.1016/j.petrol.2017.12.067

    Google Scholar 

  • Munoz H, Taheri A, Chanda E (2016a) Rock cutting characteristics on soft-to-hard rocks under different cutter inclinations. Int J Rock Mech Min Sci 87:85–89. https://doi.org/10.1016/j.ijrmms.2016.05.014

    Google Scholar 

  • Munoz H, Taheri A, Chanda E (2016b) Rock drilling performance evaluation by an energy dissipation based rock brittleness index. Rock Mech Rock Eng 49(8):3343–3355. https://doi.org/10.1007/s00603-016-0986-0

    Article  Google Scholar 

  • Richard T (1999) Determination of rock strength from cutting tests. M. Sc Thesis, Faculty of the Graduate School of the University of Minnesota, Minneapolis, Minnesota, USA

  • Richard T (2016) Personal communications

  • Richard T, Dagrain F, Poyol E, Detournay E (2012) Rock strength determination from scratch tests. Eng Geol 147–148:91–100. https://doi.org/10.1016/j.enggeo.2012.07.011

    Article  Google Scholar 

  • Rostam Sowlat I (2017) Effect of cutter and rock properties on the frictional contact in rock cutting with blunt tools. Ph.D. thesis, Curtin University

  • Rostamsowlat I, Richard T, Evans B (2018a) An exeperimental study of the effect of back rake angle in rock cutting. Int J Rock Mech Min Sci (Accepted)

  • Rostamsowlat I, Richard T, Evans B (2018b) Experimental investigation on the effect of wear flat inclination on the cutting response of a blunt tool in rock cutting. Acta Geotech (Under Review)

  • Teale R (1965) The concept of specific energy in rock drilling. Int J Rock Mech Min Sci Geomech Abstr 2(1):57–73. https://doi.org/10.1016/0148-9062(65)90022-7

    Article  Google Scholar 

  • Wojtanowicz A, Kuru E (1993) Mathematical modeling of PDC bit drilling process based on a single-cutter mechanics. J Energy Res Technol 115(4):247–256. https://doi.org/10.1115/1.2906429

    Article  Google Scholar 

  • Yahiaoui M, Paris JY, Delbé K, Denape J, Gerbaud L, Colin C, Ther O, Dourfaye A (2016) Quality and wear behavior of graded polycrystalline diamond compact cutters. Int J Refract Metal Hard Mater 56:87–95. https://doi.org/10.1016/j.ijrmhm.2015.12.009

    Article  Google Scholar 

  • Zhou Y (2017) The applicability of correspondence rule with inclined load. Rock Mech Rock Eng 50(1):233–240. https://doi.org/10.1007/s00603-016-1051-8

    Article  Google Scholar 

  • Zhou Y, Detournay E (2014) Analysis of the contact forces on a blunt PDC bit. In: 48th US Rock Mechanics/Geomechanics Symposium, ARMA, ARMA 14-7351

  • Zhou Y, Lin JS (2013) On the critical failure mode transition depth for rock cutting. Int J Rock Mech Min Sci 62:131–137. https://doi.org/10.1016/j.ijrmms.2013.05.004

    Google Scholar 

  • Zhou Y, Lin JS (2014) Modeling the ductile-brittle failure mode transition in rock cutting. Eng Fract Mech 127:135–147. https://doi.org/10.1016/j.engfracmech.2014.05.020

    Article  Google Scholar 

  • Zhou Y, Zhang W, Gamwo I, Lin JS (2017) Mechanical specific energy versus depth of cut in rock cutting and drilling. Int J Rock Mech Min Sci 100:287–297. https://doi.org/10.1016/j.ijrmms.2017.11.004

    Google Scholar 

  • Zijsling D (1984) Analysis of temperature distribution and performance of polycrystalline diamond compact bits under field drilling conditions. In: SPE annual technical conference and exhibition, 16–19 September, Houston, Texas, Society of Petroleum Engineers

  • Zijsling DH (1987) Single cutter testing—a key for PDC bit development. Offshore Europe, Society of Petroleum Engineers, Aberdeen, United Kingdom, SPE 16529, p 12. https://doi.org/10.2118/16529-MS

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Acknowledgements

The author would like to thank Joel Sarout and Jeremie Dautriat from CSIRO, Perth, Australia, for granting access to Rock Mechanics Testing laboratory, research facilities, and rock samples. The author also would like to thank Brian Evans, Chris Lambert, Masood Mostofi, and Maziar Janghorban for their support and guidance. I would also like to thank Gregory Lupton, Stephen Banks, and Siavash Doshvarpassand for their assistance in the design of cutter holder, tailored data acquisition system, and drawing of some sketches, respectively. Very special thanks also go to Emmanuel Detournay at the University of Minnesota and Yaneng Zhou at the Louisiana State University for their very valuable and fruitful comments and, in particular Thomas Richard (from EPSLOG SA) for his beneficial discussions and kind supervision. The work has been supported by the Deep Exploration Technologies Cooperative Research Centre whose activities are funded by the Australian Government’s Cooperative Research Centre Programme. This is DET CRC Document 2017/1059.

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Correspondence to Iman Rostamsowlat.

Appendices

Appendix 1: E-S diagram

Combining Eqs. 1, 2, and 5, the tangential component of the total force reads:

$$\begin{aligned} F_{s}= \varepsilon A_{c}+\mu F_{fn} \end{aligned}$$
(17)

Replacing \(F_{fn}\) with \(F_{n}-F_{cn}\) and applying Eq. 2, Eq. 17 becomes:

$$\begin{aligned} F_{s}= (1-\zeta \mu )\varepsilon A_{c}+\mu F_{n} \end{aligned}$$
(18)

Originally introduced by Detournay and Defourny (1992), another geometrical representation of Eq. 17 can be deduced by dividing both sides of Eq. 18 by the cutting area (\(A_{c}= \omega \times d\)) which yields:

$$\begin{aligned} E=E_{0}+ \mu S \end{aligned}$$
(19)

where E and S are the specific energy and drilling strength, respectively, and are given by:

$$E= \frac{F_{s}}{\omega d}$$
(20)
$$S= \frac{F_{n}}{\omega d}$$
(21)

and \(E_{0}\) is a constant defined as:

$$\begin{aligned} E_{0}=(1-\mu \zeta )\varepsilon \end{aligned}$$
(22)

Equation 19 actually offers a simple graphical snapshot of a set of experiments, where results of tests performed with a sharp cutter map on the same cutting point defining the intrinsic specific energy, and results of test carried out with a blunt cutter lay on the friction line. A synthetic E-S diagram is shown in Fig. 25. The “cutting point” is the point at the intersection of the friction line with the cutting line, which satisfies the linear relation of Eq. 19. The cutting point corresponds to the response of the sharp cutter, which is given by:

$$E= \varepsilon$$
(23)
$$S= \zeta \varepsilon$$
(24)

The specific energy (E) for a blunt cutter also reads:

$$\begin{aligned} E= \varepsilon \left( 1+\frac{\mu \ \ell }{d}\right) \end{aligned}$$
(25)

As can be seen in Fig. 25, the “cutting line” is the line passing through the origin and its gradient to the S-axis is \(\zeta ^{-1}\). Likewise, Eq. 19 is represented by a line with a slope \(\mu\) whose intercept with E-axis would be \(E_{0}\). This line is dubbed the “friction line.” All admissible states of the response of a blunt cutter lie on the friction line above and to the right of the cutting point.

Fig. 25
figure 25

Schematic of E-S diagram

Appendix 2: Photographs of the Cutter Holder in Order to Change the Wear Flat Roughness

See Figs. 26 and 27.

Fig. 26
figure 26

The cutter holder to change the wear flat roughness

Fig. 27
figure 27

Cutter seat of the holder

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Rostamsowlat, I. Effect of Cutting Tool Properties and Depth of Cut in Rock Cutting: An Experimental Study. Rock Mech Rock Eng 51, 1715–1728 (2018). https://doi.org/10.1007/s00603-018-1440-2

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