Abstract
We investigated the singular plastic fields at the crack tip of a fracture that is loaded with normal and shear loads due to a viscous flow in a hydraulic fracturing. The level of the expected shear load in comparison with the normal load is examined. The lubrication flow and plastic deformation were decoupled assuming that the relation between applied shear load and normal load follows a linear friction-type relation. This assumption allows to investigate extreme bounds of the solution. Both the applied normal and shear loads are assumed to exhibit singular behavior near the tip which is consistent at the fracture surfaces with the plastic singular stress fields that are investigated. The fractured material is assumed to obey a non-associative Drucker–Prager solid with power law hardening response. The singular values and the corresponding fields were determined over a range of material parameters. For both von Mises material and associative Drucker–Prager material, we found that the level of singularity is given by 1/n where n is the power coefficient of the hardening relation. This level of singularity is stronger than the HRR value, 1/(n + 1), which has been determined for traction free crack surfaces. We found that the shear loading does not influence the level of singularity but it changes the shape of the developed plastic zones with the emergence of a boundary layer near the fracture surface. Deviation from material associativity produces consistent small increases in the level of singularity. The near-tip stress, strain and displacement profiles are illustrated for a few representative cases.
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References
Adachi JI, Detournay E (2008) Plane strain propagation of a hydraulic fracture in a permeable rock. Eng Fract Mech 75(16):4666–4694
Ben-Aoun ZEA, Pan J (1993) Effects of elasticity and pressure sensitive yielding on plane-stress crack-tip fields. Eng Fract Mech 44:649–661
Bigoni D, Radi E (1993) Mode I crack propagation in elastic–plastic pressure-sensitive materials. Int J Solids Struct 30(7):899–919
Bunger AP, Detournay D (2008) Experimental validation of the tip asymptotics for a fluid-driven crack. J Mech Phys Solids 56(11):3101–3115
Bunger AP, Detournay E, Garagash DI (2005) Toughness-dominated hydraulic fracture with leak-off. Int J Fract 134:175–190
Carbonell R, Desroches J, Detournay E (1999) A comparison between a semi-analytical and a numerical solution of a two-dimensional hydraulic fracture. Int J Solids Struct 36:4869–4888
Chowdhury SR, Narasimhan R (2000) A finite element analysis of stationary crack tip fields in a pressure sensitive constrained ductile layer. Int J Solids Struct 37:3079–3100
Desroches J, Detournay E, Lenoach B, Papanastasiou P, Pearson JRA, Thiercelin M, Cheng A (1994a) The crack tip region in hydraulic fracturing. Proc R Soc Lond A 447:39–48
Desroches J, Lenoach B, Papanastasiou P, Thiercelin M (1994b) On the modelling of near tip processes in hydraulic fractures. Int J Rock Mech Min Sci Geomech Abstr 30(7):1127–1134
Detournay E (2004) Propagation regimes of fluid-driven fractures in impermeable rocks. Int J Geomech 4:35–45
Dong P, Pan J (1991) Elastic–plastic analysis of cracks in pressure sensitive materials. Int J Solids Struct 28:1113–1127
Durban D (1999) Friction and singularities in steady penetration. In: Durban D, Pearson JRA (eds) Non-linear singularities in deformation and flow. Kluwer Academic Publishers, Dordrecht, pp 141–154
Durban D, Papanastasiou P (2003) Singular crack-tip fields for pressure sensitive solids. Int J Fract 119:47–63
Garagash DI (2006) Propagation of a plane-strain hydraulic fracture with a fluid lag: early-time solution. Int J Solids Struct 43:5811–5835
Garagash DI, Detournay E (1999) The tip region of a fluid-driven fracture in an elastic medium. J Appl Mech 67(1):183–192
Garagash DI, Detournay E (2000) The tip region of a fluid-driven fracture in an elastic medium. J Appl Mech 67:183–192
Garagash DI, Detournay E (2005) Plane-strain propagation of a fluid-driven fracture: small toughness solution. ASME J Appl Mech 72(6):916–928
Garagash DI, Detournay E, Adachi JI (2011) Multiscale tip asymptotics in hydraulic fracture with leak-off. J Fluid Mech 669:260–297
Hutchinson JW (1968a) Singular behaviour at the end of a tensile crack in a hardening material. J Mech Phys Solids 16:13–31
Hutchinson JW (1968b) Plastic stress and strain fields at a crack tip. J Mech Phys Solids 16:337–347
Kanninen MF, Popelar CH (1985) Advanced fracture mechanics. Oxford Press, New York
Lecampion B, Detournay E (2007) An implicit algorithm for the propagation of hydraulic fracture with a fluid lag. Comput Methods Appl Mech Eng 196:4863–4880
Li FZ, Pan J (1990) Plane-strain crack-tip fields for pressure-sensitive dilatant materials. J Appl Mech 57:40–49
Nakamura T, Parks DM (1990) Three-dimensional crack front fields in a thin ductile plate. J Mech Phys Solids 38:787–812
Narasimhan R, Rosakis AJ (1990) Three-dimensional effects near a crack tip in a ductile 3PB specimen. Part 1: a numerical investigation. J Appl Mech 57:607–617
Pan J (1990) Asymptotic analysis of a crack in a power-law material under combined in-plane and out-of-plane shear loading conditions. J Mech Phys Solids 38(2):133–159
Pan J, Shih CF (1992) Elastic–plastic analysis of combined mode I, II and III crack-tip fields under small-scale yielding conditions. Int J Solids Struct 29(22):2795–2814
Papanastasiou P (1997) The influence of plasticity in hydraulic fracturing. Int J Fract 84:61–97
Papanastasiou P (1999) The effective fracture toughness in hydraulic fracturing. Int J Fract 96:127–147
Papanastasiou P, Durban D (2001) Singular plastic fields in non-associative pressure sensitive solids. Int J Solids Struct 38:1539–1550
Papanastasiou P, Durban D (2017) Singular crack-tip plastic fields in Tresca and Mohr–Coulomb solids. Int J Solids Struct. https://doi.org/10.1016/j.ijsolstr.2017.12.018
Papanastasiou P, Thiercelin M (1993) Influence of inelastic rock behaviour in hydraulic fracturing. Int J Rock Mech Min Sci Geomech Abstr 30:1241–1247
Papanastasiou P, Durban D, Lenoach B (2003) Singular plastic fields in wedge indentation in non-associative, pressure-sensitive solids. Int J Solids Struct 40:2521–2534
Radi E, Bigoni D, Loret B (2002) Steady crack growth in elastic–plastic fluid-saturated porous media. Int J Plast 18:345–358
Rice JR (1968) A path independent integral and the approximate analysis of strain concentration by notches and cracks. J Appl Mech 35:379–386
Rice JR, Rosengren GF (1968) Plane strain deformation near a crack tip in a power law hardening material. J Mech Phys Solids 16:1–12
Savitski A, Detournay E (2001) Propagation of a fluid-driven penny-shape fracture in an impermeable rock: asymptotic solutions. Int J Solids Struct 39:6311–6337
Shih CF (1974) Small-scale yielding analysis of mixed-mode plane strain crack problems. Fract Anal ASTM STP 560:187–210
Strang G, Fix GJ (1973) An analysis of the finite element method. Prentice-Hall, Englewood Cliffs
Subramanya HY, Viswanath S, Narasimhan R (2005) A three-dimensional numerical study of mixed mode (I and II) crack tip fields in elastic–plastic solids. Int J Fract 136:167–185
Subramanya HY, Viswanath S, Narasimhan R (2007) A three-dimensional numerical study of mode I crack tip fields in pressure sensitive plastic solids. Int J Solids Struct 44:1863–1879
Witherspoon PA, Wang JSY, Iwai K, Gale JE (1980) Validity of cubic law for fluid flow in a deformable rock fracture. Water Resour Res 16(6):1016–1024
Wrobel M, Mishuris G, Piccolroaz A (2017) Energy release rate in hydraulic fracture: can we neglect an impact of the hydraulically induced shear stress? Int J Eng Sci (in press)
Yuan H, Lin G (1993) Elastoplastic crack analysis for pressure-sensitive dilatant materials. Part I: higher-order solutions and two parameter characterization. Int J Fract 61:295–330
Zhang X, Jeffrey R, Detournay E (2005) Propagation of hydraulic fracture parallel to a free-surface. Int J Numer Anal Methods Geomech 29:1317–1340
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This work was supported by the University of Cyprus and the Cyprus Research Promotion Foundation.
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Appendix I: Numerical Solution
Appendix I: Numerical Solution
The system of governing Eqs. (33) and (40), along with boundary conditions (41), is solved numerically by a discretization procedure using the Galerkin finite element method (Strang and Fix 1973). The first step of this scheme is to discretize the space domain replacing the original set of PDE with a set of ODE. Considering the nonlinearity of equation system, the solution is obtained with Newton’s method. The system can be put in a compact form:
where R is the vector of residuals. Newton’s method is an iterative method where, given an initial approximation y(0) to the solution y, the (m + 1) th approximation is obtained from the m th by solving
where J is the Jacobian matrix which contains the partial derivatives of the residuals R with respect to the unknowns, i.e., \( (J_{ij} = {{\partial R_{i} } \mathord{\left/ {\vphantom {{\partial R_{i} } {\partial y_{j} }}} \right. \kern-0pt} {\partial y_{j} }}) \). The derivatives are evaluated at y = y (m). The integer m is the iteration counter.
The unknown variables are expressed in terms of their nodal values as
where Φj are the approximation functions (basis functions) over the element. For these approximations the Lagrange quadratic interpolation functions were used.
The Galerkin-weighted residuals of the system equations are formed by, respectively, multiplying them by each basis function Φι in turn and then integrating over the entire space domain [0,π]. At each step of Newton’s iteration Eq. (46) can be written in an expanded form
The derivation of Galerkin-weighted residuals Ri and their partial derivatives \( (J_{ij} = {{\partial R_{i} } \mathord{\left/ {\vphantom {{\partial R_{i} } {\partial y_{j} }}} \right. \kern-0pt} {\partial y_{j} }}) \) which form the elements of the Jacobian matrix is given below.
The Galerkin-weighted residuals and the corresponding (i-th row, j-th column) element of Jacobian of Eq. (33a) are given by
The Galerkin-weighted residual and the corresponding (i-th row, j-th column) element of Jacobian of Eq. (33b) are given by
The Galerkin-weighted residual and the corresponding (i-th row, j-th column) element of Jacobian of Eq. (40c) are given by
where
and
The Galerkin-weighted residual and the corresponding (i-th row, j-th column) element of Jacobian of Eq. (40a) are given by
The Galerkin-weighted residual and the corresponding (i-th row, j-th column) element of Jacobian of Eq. (40b) are given by
The set of linear Eqs. (48) can be solved repeatedly until the iteration converges to the solution, \( y = \tilde{\sigma }_{rr} ,\tilde{\sigma }_{\theta \theta } ,\tilde{\sigma }_{r\theta } ,\tilde{u},\tilde{v} \) of equation set (45). Convergence is achieved when the Euclidean norm of the solution update, δy, approximately vanishes. For the unknown singularity s is we use the HRR value as an initial guess to the problem. Convergence is achieved and for values of s that deviate from the correct value of the singularity, but the eigenvectors exhibit oscillatory behavior from node to node. This observation was used to search for the correct singularity by moving s to the direction that minimizes the oscillation. The results and efficiency of the algorithm were tested in earlier studies by Papanastasiou and Durban (2001) for the case of von Mises and associative Drucker–Prager materials where the singularity is a priori known to be the HRR singularity.
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Papanastasiou, P., Durban, D. The Influence of Crack-Face Normal and Shear Stress Loading on Hydraulic Fracture-Tip Singular Plastic Fields. Rock Mech Rock Eng 51, 3191–3203 (2018). https://doi.org/10.1007/s00603-018-1437-x
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DOI: https://doi.org/10.1007/s00603-018-1437-x