Technical Papers
Dec 21, 2022

A Volume Averaging FEM-Based Fracture Model for Damage Process in Cohesive-Frictional Solids

Publication: International Journal of Geomechanics
Volume 23, Issue 3

Abstract

In this study, a mesh-independent fracture model is implemented in the standard finite-element (FE) framework by leveraging a volume averaging approach. For the tension regime, a cohesive crack model is adopted for the onset and propagation of the crack, in which the direction of a new crack is defined as the eigenvector of the maximum principal stress. For the compression regime, the Coulomb criterion is considered for the onset and propagation of the crack, and the new crack direction is obtained based on the Mohr–Coulomb criterion by employing the residual friction angle. In addition, a new return mapping algorithm, i.e., the general return mapping, is developed for both compression and tension loading conditions to improve the numerical robustness, convergence, and accuracy. Finally, in order to validate the constitutive behavior, a stress-point calculation is performed, followed by boundary value problems to illustrate the robustness of the suggested return mapping algorithms and the mesh-independence effects of the volume averaging methodology.

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Data Availability Statement

All data, models, or code generated that support the findings of this study are available from the corresponding author by request.

Acknowledgments

The research presented was supported by the Natural Sciences and Engineering Research Council of Canada, Discovery Grant (number RGPIN-2019-06471) and the McMaster University Engineering Life Event Fund. This support is gratefully acknowledged.

References

Azami, A., S. Pietruszczak, and P. Guo. 2010. “Bearing capacity of shallow foundations in transversely isotropic granular media.” Int. J. Numer. Anal. Methods Geomech. 34 (8): 771–793. https://doi.org/10.1002/nag.v34:8.
Babuška, I., and J. M. Melenk. 1997. “The partition of unity method.” Int. J. Numer. Methods Eng. 40 (4): 727–758. https://doi.org/10.1002/(ISSN)1097-0207.
Bangerth, W., R. Hartmann, and G. Kanschat. 2007. “deal. II—A general-purpose object-oriented finite element library.” ACM Trans. Math. Software 33 (4): 24–27. https://doi.org/10.1145/1268776.1268779.
Bažant, Z. P., and F.-B. Lin. 1988. “Nonlocal smeared cracking model for concrete fracture.” J. Struct. Eng. 114 (11): 2493–2510. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:11(2493).
Belytschko, T., and T. Black. 1999. “Elastic crack growth in finite elements with minimal remeshing.” Int. J. Numer. Methods Eng. 45 (5): 601–620. https://doi.org/10.1002/(ISSN)1097-0207.
Belytschko, T., J. Fish, and B. E. Engelmann. 1988. “A finite element with embedded localization zones.” Comput. Methods Appl. Mech. Eng. 70 (1): 59–89. https://doi.org/10.1016/0045-7825(88)90180-6.
Borja, R. I. 2000. “A finite element model for strain localization analysis of strongly discontinuous fields based on standard galerkin approximation.” Comput. Methods Appl. Mech. Eng. 190 (11–12): 1529–1549. https://doi.org/10.1016/S0045-7825(00)00176-6.
Borja, R. I., and R. A. Regueiro. 2001. “Strain localization in frictional materials exhibiting displacement jumps.” Comput. Methods Appl. Mech. Eng. 190 (20–21): 2555–2580. https://doi.org/10.1016/S0045-7825(00)00253-X.
Bryant, E. C., and W. Sun. 2018. “A mixed-mode phase field fracture model in anisotropic rocks with consistent kinematics.” Comput. Methods Appl. Mech. Eng. 342: 561–584. https://doi.org/10.1016/j.cma.2018.08.008.
Burstedde, C., L. C. Wilcox, and O. Ghattas. 2011. “p4est: Scalable algorithms for parallel adaptive mesh refinement on forests of octrees.” SIAM J. Sci. Comput. 33 (3): 1103–1133. https://doi.org/10.1137/100791634.
Byerlee, J. D. 1968. “Brittle-ductile transition in rocks.” J. Geophys. Res. 73 (14): 4741–4750. https://doi.org/10.1029/JB073i014p04741.
Cervera, M., and J.-Y. Wu. 2015. “On the conformity of strong, regularized, embedded and smeared discontinuity approaches for the modeling of localized failure in solids.” Int. J. Solids Struct. 71: 19–38. https://doi.org/10.1016/j.ijsolstr.2015.05.016.
Choo, J., J. A. White, and R. I. Borja. 2016. “Hydromechanical modeling of unsaturated flow in double porosity media.” Int. J. Geomech. 16 (6): D4016002. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000558.
De Borst, R., J. Pamin, R. Peerlings, and L. Sluys. 1995. “On gradient-enhanced damage and plasticity models for failure in quasi-brittle and frictional materials.” Comput. Mech. 17 (1): 130–141. https://doi.org/10.1007/BF00356485.
Evans, B., J. T. Fredrich, and T.-F. Wong. 1990. “The brittle-ductile transition in rocks: Recent experimental and theoretical progress.” Geophys. Monogr. Ser. 56: 1–20.
Fei, F., and J. Choo. 2020. “A phase-field model of frictional shear fracture in geologic materials.” Comput. Methods Appl. Mech. Eng. 369: 113265. https://doi.org/10.1016/j.cma.2020.113265.
Fei, F., and J. Choo. 2021. “Double-phase-field formulation for mixed-mode fracture in rocks.” Comput. Methods Appl. Mech. Eng. 376: 113655. https://doi.org/10.1016/j.cma.2020.113655.
Feng, Y., and K. Gray. 2019. “Xfem-based cohesive zone approach for modeling near-wellbore hydraulic fracture complexity.” Acta Geotech. 14 (2): 377–402. https://doi.org/10.1007/s11440-018-0645-6.
Gálvez, J., M. Elices, G. Guinea, and J. Planas. 1998. “Mixed mode fracture of concrete under proportional and nonproportional loading.” Int. J. Fract. 94 (3): 267–284. https://doi.org/10.1023/A:1007578814070.
Haghighat, E., and S. Pietruszczak. 2015. “On modeling of discrete propagation of localized damage in cohesive-frictional materials.” Int. J. Numer. Anal. Methods Geomech. 39 (16): 1774–1790. https://doi.org/10.1002/nag.v39.16.
Haghighat, E., and S. Pietruszczak. 2016. “On modeling of fractured media using an enhanced embedded discontinuity approach.” Extreme Mech. Lett. 6: 10–22. https://doi.org/10.1016/j.eml.2015.11.001.
Heroux, M. A., and J. M. Willenbring. 2012. “A new overview of the Trilinos project.” Sci. Program. 20 (2): 83–88.
Hirmand, M., M. Vahab, K. Papoulia, and N. Khalili. 2019. “Robust simulation of dynamic fluid-driven fracture in naturally fractured impermeable media.” Comput. Methods Appl. Mech. Eng. 357: 112574. https://doi.org/10.1016/j.cma.2019.112574.
Jameei, A., and S. Pietruszczak. 2020. “Embedded discontinuity approach for coupled hydromechanical analysis of fractured porous media.” Int. J. Numer. Anal. Methods Geomech. 44 (14): 1880–1902. https://doi.org/10.1002/nag.v44.14.
Jin, W., and C. Arson. 2020. “Fluid-driven transition from damage to fracture in anisotropic porous media: A multi-scale XFEM approach.” Acta Geotech. 15 (1): 113–144. https://doi.org/10.1007/s11440-019-00813-x.
Jirasek, M. 1998. “Nonlocal models for damage and fracture: Comparison of approaches.” Int. J. Solids Struct. 35 (31–32): 4133–4145. https://doi.org/10.1016/S0020-7683(97)00306-5.
Lee, J., and G. L. Fenves. 1998. “Plastic-damage model for cyclic loading of concrete structures.” J. Eng. Mech. 124 (8): 892–900.
Li, X., H. Konietzky, X. Li, and Y. Wang. 2019. “Failure pattern of brittle rock governed by initial microcrack characteristics.” Acta Geotech. 14 (5): 1437–1457. https://doi.org/10.1007/s11440-018-0743-5.
Liu, F., and R. I. Borja. 2008. “A contact algorithm for frictional crack propagation with the extended finite element method.” Int. J. Numer. Methods Eng. 76 (10): 1489–1512. https://doi.org/10.1002/nme.v76:10.
Liu, F., and R. I. Borja. 2009. “An extended finite element framework for slow-rate frictional faulting with bulk plasticity and variable friction.” Int. J. Numer. Anal. Methods Geomech. 33 (13): 1535–1560. https://doi.org/10.1002/nag.v33:13.
Liu, J., S. Sun, L. Yue, J. Wei, and J. Wu. 2017. “Mechanical and failure characteristics of rock-like material with multiple crossed joint sets under uniaxial compression.” Adv. Mech. Eng. 9 (7): 1687814017708710.
Mariani, S., and U. Perego. 2003. “Extended finite element method for quasi-brittle fracture.” Int. J. Numer. Methods Eng. 58 (1): 103–126. https://doi.org/10.1002/(ISSN)1097-0207.
Menéndez, B., W. Zhu, and T.-F. Wong. 1996. “Micromechanics of brittle faulting and cataclastic flow in Berea sandstone.” J. Struct. Geol. 18 (1): 1–16. https://doi.org/10.1016/0191-8141(95)00076-P.
Miehe, C., M. Hofacker, and F. Welschinger. 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. https://doi.org/10.1016/j.cma.2010.04.011.
Moallemi, S., and S. Pietruszczak. 2017. “Analysis of localized fracture in 3D reinforced concrete structures using volume averaging technique.” Finite Elem. Anal. Des. 125: 41–52. https://doi.org/10.1016/j.finel.2016.10.004.
Moallemi, S., S. Pietruszczak, and Z. Mróz. 2017. “Deterministic size effect in concrete structures with account for chemo-mechanical loading.” Comput. Struct. 182: 74–86. https://doi.org/10.1016/j.compstruc.2016.10.003.
Moës, N., and T. Belytschko. 2002. “Extended finite element method for cohesive crack growth.” Eng. Fract. Mech. 69 (7): 813–833. https://doi.org/10.1016/S0013-7944(01)00128-X.
Moës, N., J. Dolbow, and T. Belytschko. 1999. “A finite element method for crack growth without remeshing.” Int. J. Numer. Methods Eng. 46 (1): 131–150. https://doi.org/10.1002/(ISSN)1097-0207.
Mohammadi, H., and S. Pietruszczak. 2019. “Description of damage process in fractured rocks.” Int. J. Rock Mech. Min. Sci. 113: 295–302. https://doi.org/10.1016/j.ijrmms.2018.12.003.
Mohammadi, H., S. Pietruszczak, and C. Quenneville. 2021. “Numerical analysis of hip fracture due to a sideways fall.” J. Mech. Behav. Biomed. Mater. 115: 104283. https://doi.org/10.1016/j.jmbbm.2020.104283.
Na, S., and W. Sun. 2017. “Computational thermo-hydro-mechanics for multiphase freezing and thawing porous media in the finite deformation range.” Comput. Methods Appl. Mech. Eng. 318: 667–700. https://doi.org/10.1016/j.cma.2017.01.028.
Ngo, D., and A. C. Scordelis. 1967. “Finite element analysis of reinforced concrete beams.” J. Proc. 64: 152–163.
Peerlings, R. H., R. de Borst, W. M. Brekelmans, and J. De Vree. 1996. “Gradient enhanced damage for quasi-brittle materials.” Int. J. Numer. Methods Eng. 39 (19): 3391–3403. https://doi.org/10.1002/(ISSN)1097-0207.
Peng, C., S. Wang, W. Wu, H.-S. Yu, C. Wang, and J.-Y. Chen. 2019. “Loquat: An open-source GPU-accelerated SPH solver for geotechnical modeling.” Acta Geotech. 14 (5): 1269–1287. https://doi.org/10.1007/s11440-019-00839-1.
Pietruszczak, S. 1995. “Undrained response of granular soil involving localized deformation.” J. Eng. Mech. 121 (12): 1292–1297.
Pietruszczak, S. 1999. “On homogeneous and localized deformation in water-infiltrated soils.” Int. J. Damage Mech. 8 (3): 233–253. https://doi.org/10.1177/105678959900800302.
Pietruszczak, S., and Z. Mroz. 1981. “Finite element analysis of deformation of strain-softening materials.” Int. J. Numer. Methods Eng. 17 (3): 327–334. https://doi.org/10.1002/(ISSN)1097-0207.
Pietruszczak, S., and X. Niu. 1993. “On the description of localized deformation.” Int. J. Numer. Anal. Methods Geomech. 17 (11): 791–805. https://doi.org/10.1002/(ISSN)1096-9853.
Pijaudier-Cabot, G., and Z. P. Bažant. 1987. “Nonlocal damage theory.” J. Eng. Mech. 113 (10): 1512–1533.
Rashid, Y. R. 1968. “Ultimate strength analysis of prestressed concrete pressure vessels.” Nucl. Eng. Des. 7 (4): 334–344. https://doi.org/10.1016/0029-5493(68)90066-6.
Rudnicki, J. W., and J. R. Rice. 1975. “Conditions for the localization of deformation in pressure-sensitive dilatant materials.” J. Mech. Phys. Solids 23 (6): 371–394. https://doi.org/10.1016/0022-5096(75)90001-0.
Shieh-Beygi, B., and S. Pietruszczak. 2008. “Numerical analysis of structural masonry: Mesoscale approach.” Comput. Struct. 86 (21): 1958–1973. https://doi.org/10.1016/j.compstruc.2008.05.007.
Simo, J. C., J. Oliver, and F. Armero. 1993. “An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids.” Comput. Mech. 12 (5): 277–296. https://doi.org/10.1007/BF00372173.
Singh, A. K., A. Negi, A. K. Verma, and S. Kumar. 2017. “Analysis of stresses induced due to a moving load on irregular initially stressed heterogeneous viscoelastic rock medium.” J. Eng. Mech. 143 (9): 04017096.
Skempton, A. 1964. “Long-term stability of clay slopes.” Geotechnique 14 (2): 77–102. https://doi.org/10.1680/geot.1964.14.2.77.
Sun, Y., and Y. Shen. 2017. “Constitutive model of granular soils using fractional-order plastic-flow rule.” Int. J. Geomech. 17 (8): 04017025. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000904.
Thomas, T. Y. 1961. Plastic flow and fracture in solids by Tracy Y. Thomas. Amsterdam, Netherlands: Elsevier.
Triantafyllidis, N., and E. C. Aifantis. 1986. “A gradient approach to localization of deformation. I. Hyperelastic materials.” J. Elast. 16 (3): 225–237. https://doi.org/10.1007/BF00040814.
Vermeer, P. A., S. Diebels, W. Ehlers, H. Herrmann, S. Luding, and E. Ramm. 2001. Vol. 568 of Continuous and discontinuous modelling of cohesive-frictional materials. Berlin: Springer.
Voyiadjis, G. Z., and R. K. A. Al-Rub. 2005. “Gradient plasticity theory with a variable length scale parameter.” Int. J. Solids Struct. 42 (14): 3998–4029. https://doi.org/10.1016/j.ijsolstr.2004.12.010.
Voyiadjis, G. Z., Z. N. Taqieddin, and P. I. Kattan. 2008. “Anisotropic damage–plasticity model for concrete.” Int. J. Plast. 24 (10): 1946–1965. https://doi.org/10.1016/j.ijplas.2008.04.002.
Wang, Y.-T., X.-P. Zhou, and M.-M. Kou. 2019. “Three-dimensional numerical study on the failure characteristics of intermittent fissures under compressive-shear loads.” Acta Geotech. 14 (4): 1161–1193. https://doi.org/10.1007/s11440-018-0709-7.
Wells, G., and L. Sluys. 2001. “Three-dimensional embedded discontinuity model for brittle fracture.” Int. J. Solids Struct. 38 (5): 897–913. https://doi.org/10.1016/S0020-7683(00)00029-9.
White, J. A., and R. I. Borja. 2008. “Stabilized low-order finite elements for coupled solid-deformation/fluid-diffusion and their application to fault zone transients.” Comput. Methods Appl. Mech. Eng. 197 (49–50): 4353–4366. https://doi.org/10.1016/j.cma.2008.05.015.
Wong, N. Y. 2008. “Crack coalescence in molded gypsum and Carrara marble.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology.
Wong, T.-F., C. David, and W. Zhu. 1997. “The transition from brittle faulting to cataclastic flow in porous sandstones: Mechanical deformation.” J. Geophys. Res.: Solid Earth 102 (B2): 3009–3025. https://doi.org/10.1029/96JB03281.
Zhou, S.-W., and C.-C. Xia. 2019. “Propagation and coalescence of quasi-static cracks in Brazilian disks: An insight from a phase field model.” Acta Geotech. 14 (4): 1195–1214. https://doi.org/10.1007/s11440-018-0701-2.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 23Issue 3March 2023

History

Received: Aug 1, 2021
Accepted: Sep 18, 2022
Published online: Dec 21, 2022
Published in print: Mar 1, 2023
Discussion open until: May 21, 2023

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Tunnel Designer, Geostructural at Hatch, Mississauga, ON, Canada L8S 4L8; Postdoctoral Research Fellow, McMaster Univ., Hamilton, ON, Canada. ORCID: https://orcid.org/0000-0001-9156-5063. Email: [email protected]
Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L8 (corresponding author). ORCID: https://orcid.org/0000-0003-0912-6833. Email: [email protected]

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