Skip to main content
Log in

Modeling of Mixed Cracks in Rock-Like Brittle Materials Under Compressive Stresses by a Double-Phase-Field Method

  • Original Paper
  • Published:
Rock Mechanics and Rock Engineering Aims and scope Submit manuscript

Abstract

A new double-phase-field model is proposed in this paper for modeling cracking processes in rock-like brittle materials under compression-dominating stresses. For this purpose, two crack-phase fields are used to describe tensile and shear cracks respectively. Compared with previous works, a stress-based new criterion is proposed to more physically capture the evolution of shear cracks in rock-like materials. The effects of mean stress and internal friction are taken into account. The proposed model is implemented in the finite element framework. It is applied to investigating cracking processes in a rock sample containing two initial flaws and subjected to uniaxial and biaxial compression. Both the tensile wing and shear cracks as well as crack coalescence observed in laboratory tests are successfully reproduced by the proposed method.

Highlights

  • A new phase-field model is developed for modeling complex cracking in rock-like materials under compressive loads.

  • Two damage fields are introduced in order to describe tensile and shear cracks.

  • A new criterion is proposed for the description of shear crack under multi-axial compression.

  • The new model is able to well reproduce complex cracking processes observed in laboratory tests.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8

Similar content being viewed by others

References

  • Ambrosio L, Tortorelli VM (1990) Approximation of functional depending on jumps by elliptic functional via t-convergence. Commun Pure Appl Math 43(8):999–1036

    Google Scholar 

  • Amor H, Marigo J-J, Maurini C (2009) Regularized formulation of the variational brittle fracture with unilateral contact: numerical experiments. J Mech Phys Solids 57(8):1209–1229

    Google Scholar 

  • Bernard PE, Moes N, Chevaugeon N (2012) Damage growth modeling using the thick level set (tls) approach: efficient discretization for quasi-static loadings. Comput Methods Appl Mech Eng 233–236:11–27

    Google Scholar 

  • Bleyer J, Alessi R (2018) Phase-field modeling of anisotropic brittle fracture including several damage mechanisms. Comput Methods Appl Mech Eng 336:213–236

    Google Scholar 

  • Bobet A (1998) Fracture coalescence in rock materials: experimental observations and numerical predictions. Ph.D. thesis, Massachusetts Institute of Technology

  • Bobet A, Einstein HH (1998) Numerical modeling of fracture coalescence in a model rock material. Int J Fract 92(3):221

    Google Scholar 

  • Borden MJ, Verhoosel CV, Scott MA, Hughes TJ, Landis CM (2012) A phase-field description of dynamic brittle fracture. Comput Methods Appl Mech Eng 217:77–95

    Google Scholar 

  • Borden MJ, Hughes TJ, Landis CM, Anvari A, Lee IJ (2016) A phase-field formulation for fracture in ductile materials: finite deformation balance law derivation, plastic degradation, and stress triaxiality effects. Comput Methods Appl Mech Eng 312:130–166

    Google Scholar 

  • Bourdin B, Francfort GA, Marigo J-J (2000) Numerical experiments in revisited brittle fracture. J Mech Phys Solids 48(4):797–826

    Google Scholar 

  • Bourdin B, Francfort GA, Marigo J-J (2008) The variational approach to fracture. J Elast 91(1–3):5–148

    Google Scholar 

  • Bryant EC, Sun W (2018) A mixed-mode phase field fracture model in anisotropic rocks with consistent kinematics. Comput Methods Appl Mech Eng 342:561–584

    Google Scholar 

  • Choo J, Sun W (2018) Coupled phase-field and plasticity modeling of geological materials: From brittle fracture to ductile flow. Comput Methods Appl Mech Eng 330:1–32

    Google Scholar 

  • Dean A, Kumar PAV, Reinoso J, Gerendt C, Paggi M, Mahdi E, Rolfes R (2020) A multi phase-field fracture model for long fiber reinforced composites based on the puck theory of failure. Compos Struct 251:112446

    Google Scholar 

  • Evans B, Fredrich JT, Wong T-F (1990) The brittle-ductile transition in rocks: Recent experimental and theoretical progress. The Brittle-Ductile transition in rocks. Geophys Monogr Ser 56:1–20

    Google Scholar 

  • Fang J, Wu C, Li J, Liu Q, Wu C, Sun G, Qing L (2019) Phase field fracture in elasto-plastic solids: variational formulation for multi-surface plasticity and effects of plastic yield surfaces and hardening. Int J Mech Sci

  • Fei F, Choo J (2020) A phase-field method for modeling cracks with frictional contact. Int J Numer Meth Eng 121(4):740–762

    Google Scholar 

  • Fei F, Choo J (2020) A phase-field model of frictional shear fracture in geologic materials. Comput Methods Appl Mech Eng 369:113265

    Google Scholar 

  • Fei F, Choo J (2021) Double-phase-field formulation for mixed-mode fracture in rocks. Comput Methods Appl Mech Eng 376:113655

    Google Scholar 

  • Francfort GA, Marigo J-J (1998) Revisiting brittle fracture as an energy minimization problem. J Mech Phys Solids 46(8):1319–1342

    Google Scholar 

  • Li Z, Zhu Q-H, Tian B-l, Sun T-F, Yang D-W (2017) A damage model for hard rock under stress-induced failure mode, in: Advanced Engineering and Technology III: Proceedings of the 3rd Annual Congress on Advanced Engineering and Technology (CAET 2016), Hong Kong, 22-23 October 2016, CRC Press, p. 87

  • Lubarda V, Krajcinovic D, Mastilovic S (1994) Damage model for brittle elastic solids with unequal tensile and compressive strengths. Eng Fract Mech 49(5):681–697

    Google Scholar 

  • Miehe C (1998) Comparison of two algorithms for the computation of fourth-order isotropic tensor functions. Comput Struct 66(1):37–43

    Google Scholar 

  • Miehe C, Lambrecht M (2001) Algorithms for computation of stresses and elasticity moduli in terms of seth-hill’s family of generalized strain tensors. Commun Numer Methods Eng 17(5):337–353

    Google Scholar 

  • Miehe C, Hofacker M, Welschinger F (2010) A phase field model for rate-independent crack propagation: Robust algorithmic implementation based on operator splits. Comput Methods Appl Mech Eng 199(45–48):2765–2778

    Google Scholar 

  • Miehe C, Welschinger F, Hofacker M (2010) Thermodynamically consistent phase-field models of fracture: variational principles and multi-field fe implementations. Int J Numer Meth Eng 83(10):1273–1311

    Google Scholar 

  • Miehe C, Hofacker M, Schänzel L-M, Aldakheel F (2015) Phase field modeling of fracture in multi-physics problems. Part ii. coupled brittle-to-ductile failure criteria and crack propagation in thermo-elastic-plastic solids. Comput Methods Appl Mech Eng 294:486–522

    Google Scholar 

  • Moes N, Dolbow J, Belytschko T (1999) A finite element method for crack growth without remeshing. Int J Numer Methods Eng 46:131–150

    Google Scholar 

  • Moes N, Stolz C, Chevaugeon N, Bernard PE (2010) A level set based model for damage growth: the thick level set approach. Int J Numer Meth Eng 86:358–380

    Google Scholar 

  • Mumford D, Shah J (1989) Optimal approximations by piecewise smooth functions and associated variational problems. Commun Pure Appl Math 42(5):577–685

    Google Scholar 

  • Murakami S (2012) Continuum damage mechanics: a continuum mechanics approach to the analysis of damage and fracture, vol 185. Springer, New York

    Google Scholar 

  • Na S, Sun W (2018) Computational thermomechanics of crystalline rock. Part i: A combined multi-phase-field/crystal plasticity approach for single crystal simulations. Comput Methods Appl Mech Eng 338:657–691

    Google Scholar 

  • Nguyen TT, Yvonnet J, Zhu Q-Z, Bornert M, Chateau C (2016) A phase-field method for computational modeling of interfacial damage interacting with crack propagation in realistic microstructures obtained by microtomography. Comput Methods Appl Mech Eng 312:567–595

    Google Scholar 

  • Nguyen TT, Yvonnet J, Bornert M, Chateau C, Sab K, Romani R, Le Roy R (2016) On the choice of parameters in the phase field method for simulating crack initiation with experimental validation. Int J Fract 197:213–226

    Google Scholar 

  • Nguyen T-T, Rethore J, Yvonnet J, Baietto M-C (2017) Multi-phase-field modeling of anisotropic crack propagation for polycrystalline materials. Comput Mech 60(2):289–314

    Google Scholar 

  • Nguyen T-T, Réthoré J, Yvonnet J, Baietto M-C (2017) Multi-phase-field modeling of anisotropic crack propagation for polycrystalline materials. Comput Mech 60:289–314

    Google Scholar 

  • Oliver J (1996) Modelling strong discontinuities in solid mechanics via strain softening constitutive equations, part 1: fundamentales. Int J Numer Methods Eng 39:3575–3600

    Google Scholar 

  • Oshima K, Takaki T, Muramatsu M (2014) Development of multi-phase-field crack model for crack propagation in polycrystal. Int J Comput Mater Sci Eng 03:1450009

    Google Scholar 

  • Palmer A, Rice J (1973) The growth of slip surfaces in the progressive failure of over-consolidated clay. Proc R Soc Lond A Math Phys Sci 332(1591):527–548

    Google Scholar 

  • Paterson MS, Wong T-F (2005) Experimental rock deformation-the brittle field. Springer, New York

    Google Scholar 

  • Spetz A, Denzer R, Tudisco E, Dahlblom O (2021) A modified phase-field fracture model for simulation of mixed mode brittle fractures and compressive cracks in porous rock. Rock Mech Rock Eng 54:1–14

    Google Scholar 

  • Ulloa J, Wambacq J, Alessi R, Samaniego E, Degrande G, François S (2022) A micromechanics-based variational phase-field model for fracture in geomaterials with brittle-tensile and compressive-ductile behavior. J Mech Phys Solids 159:104684

    Google Scholar 

  • Wang Q, Feng Y, Zhou W, Cheng Y, Ma G (2020) A phase-field model for mixed-mode fracture based on a unified tensile fracture criterion. Comput Methods Appl Mech Eng 370:113270

    Google Scholar 

  • Wang L, Vuik C, Hajibeygi H (2022) A stabilized mixed-fe scheme for frictional contact and shear failure analyses in deformable fractured media. Eng Fract Mech 267:108427

    Google Scholar 

  • Wong TF (1982) Micromechanics of faulting in westerly granite. In: International journal of rock mechanics and mining sciences & geomechanics abstracts, Vol. 19, Elsevier, pp 49–64

  • Wong T-F, Baud P (2012) The brittle-ductile transition in porous rock: a review. J Struct Geol 44:25–53

    Google Scholar 

  • Wong R, Chau K, Tang C, Lin P (2001) Analysis of crack coalescence in rock-like materials containing three flaws-part i: experimental approach. Int J Rock Mech Min Sci 38(7):909–924

    Google Scholar 

  • Wu JY, Nguyen VP, Nguyen CT, Sutula D, Bordas S, Sinaie S, Bordas SP (2020) Chapiter one - phase field modeling of fracture. Adv Appl Mech 53:1–183

    Google Scholar 

  • You T, Waisman H, Zhu Q-Z (2021) Brittle-ductile failure transition in geomaterials modeled by a modified phase-field method with a varying damage-driving energy coefficient. Int J Plast 136:102836

    Google Scholar 

  • Yu Z, Shao JF, Vu MN, Armand G (2021) Numerical study of thermo-hydro-mechanical responses of in situ heating test with phase-field model. Int J Rock Mech Min Sci 138:104542

    Google Scholar 

  • Zeng Q, Yao J, JF S (2018) Numerical study of hydraulic fracture propagation accounting for rock anisotropy. J Petrol Sci Eng 160:422–432

    Google Scholar 

  • Zeng Q, Yao J, JF S (2019) Study of hydraulic fracturing in an anisotropic poroelastic medium via a hybrid edfm-xfem approach. Comput Geotech 105:51–68

    Google Scholar 

  • Zhang X, Sloan SW, Vignes C, Sheng D (2017) A modification of the phase-field model for mixed mode crack propagation in rock-like materials. Comput Methods Appl Mech Eng 322:123–136

    Google Scholar 

  • Zhang S, Jiang W, Tonks MR (2020) A new phase field fracture model for brittle materials that accounts for elastic anisotropy. Comput Methods Appl Mech Eng 358:112643

    Google Scholar 

  • Zhao L, Zhu Q, Shao J (2018) A micromechanics-based plastic damage model for quasi brittle materials under a large range of compressive stress. Int J Plast 100:156–176

    Google Scholar 

  • Zhao L, Shao J, Zhu Q (2018) Analysis of localized cracking in quasi-brittle materials with a micromechanics based friction damage approach. J Mech Phys Solids 119:163–187

    Google Scholar 

  • Zhou S, Zhuang X, Rabczuk T (2019) Phase field modeling of brittle compressive-shear fractures in rock-like materials: a new driving force and a hybrid formulation. Comput Methods Appl Mech Eng 355:729–752

    Google Scholar 

  • Zhu Q, Zhao L, Shao J (2016) Analytical and numerical analysis of frictional damage in quasi brittle materials. J Mech Phys Solids 92:137–163

    Google Scholar 

Download references

Acknowledgements

This work has been partially supported by the French National Agency for radioactive waste management (ANDRA), the National Natural Science Foundation of China (Grant No. 12202099).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jian-Fu Shao.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Yu, Z., Sun, Y., Vu, MN. et al. Modeling of Mixed Cracks in Rock-Like Brittle Materials Under Compressive Stresses by a Double-Phase-Field Method. Rock Mech Rock Eng 56, 2779–2792 (2023). https://doi.org/10.1007/s00603-022-03196-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00603-022-03196-w

Keywords

Navigation