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A Novel Fractional Plastic Damage Model for Quasi-brittle Materials

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Abstract

In this work, a novel constitutive model is developed within the framework of fractional plasticity to delineate the coupling between inelastic deformation and damage of quasi-brittle materials. Faced with the common challenge of determining plastic flow direction, we resort herein to the Riemann–Liouville definition of fractional derivatives, instead of introducing an additional plastic potential. The pre-peak hardening behavior is described using an exponential function, while the post-peak softening response is viewed as the consequence of material damage. For describing damage evolution, a damage criterion is constructed in terms of plastic volume dilation related to micro-crack growth. This is conducive to supply a new insight for describing the complex influence of the non-orthogonality of plastic flow on damage evolution. For numerical applications, a semi-implicit return mapping algorithm is proposed. The predictive performance of the model is evaluated by comparing numerical simulations with experimental data under various loading paths.

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References

  1. Lubarda V, Krajcinovic D. Some fundamental issues in rate theory of damage-elastoplasticity. Int J Plast. 1995;11(7):763–97.

    Article  Google Scholar 

  2. Salari M, Saeb SA, Willam K, Patchet S. Carrasco, RA coupled elastoplastic damage model for geomaterials. Comput Methods Appl Mech Eng. 2004;193(27–29):2625–43.

    Article  Google Scholar 

  3. Parisio F, Samat S, Laloui L. Constitutive analysis of shale: a coupled damage plasticity approach. Int J Solids Struct. 2015;75:88–98.

    Article  Google Scholar 

  4. Hu DW, Zhu QZ, Zhou H, Shao JF. A discrete approach for anisotropic plasticity and damage in semi-brittle rocks. Comput Geotech. 2010;37(5):658–66.

    Article  Google Scholar 

  5. Sciarra FMD. A general theory for nonlocal softening plasticity of integral-type. Int J Plast. 2008;24(8):1411–39.

    Article  Google Scholar 

  6. Pensée V, Kondo D, Dormieux L. Micromechanical analysis of anisotropic damage in brittle materials. J Eng Mech. 2002;128(8):889–97.

    Article  Google Scholar 

  7. Cao YJ, Shen WQ, Shao JF, Wang W. A novel fft-based phase field model for damage and cracking behavior of heterogeneous materials. International Journal of Plasticity should be changed to Int J Plast. 2020;102786.

  8. Mazars J. A description of micro-and macroscale damage of concrete structures. Eng Fract Mech. 1986;25(5):729–37.

    Article  Google Scholar 

  9. Sumelka W. Fractional viscoplasticity. Mech Res Commun. 2014;56:31–6.

    Article  Google Scholar 

  10. Qu PF, Zhu QZ, Sun YF. Elastoplastic modelling of mechanical behavior of rocks with fractional-order plastic flow. Int J Mech Sci. 2019;163:105102.

    Article  Google Scholar 

  11. Sun YF, Gao YF, Zhu QZ. Fractional order plasticity modelling of state-dependent behaviour of granular soils without using plastic potential. Int J Plast. 2018;102:53–69.

    Article  Google Scholar 

  12. Lu DC, Zhou X, Du XL, Wang GS. A 3d fractional elastoplastic constitutive model for concrete material. Int J Solids Struct. 2019;165:160–75.

    Article  Google Scholar 

  13. Sumelka W, Nowak M. Non-normality and induced plastic anisotropy under fractional plastic flow rule: a numerical study. Int J Numer Anal Methods Geomech. 2016;40(5):651–75.

    Article  Google Scholar 

  14. Loret B, Prevost JH. Accurate numerical solutions for Drucker-Prager elastic-plastic models. Comput Methods Appl Mech Eng. 1986;54(3):259–77.

    Article  MathSciNet  Google Scholar 

  15. Ristinmaa M, Tryding J. Exact integration of constitutive equations in elasto-plasticity. Int J Numer Methods Eng. 1993;36(15):2525–44.

    Article  Google Scholar 

  16. Hong HK, Liu CS. Internal symmetry in bilinear elastoplasticity. Int J Non-linear Mech. 1999;34(2):279–88.

    Article  MathSciNet  Google Scholar 

  17. Lemaitre J, Dufailly J. Damage measurements. Eng Fract Mech. 1987;28(5–6):643–61.

    Article  Google Scholar 

  18. Chen L, Wang CP, Liu JF, Liu J, Wang J, Jia Y, Shao JF. Damage and plastic deformation modeling of Beishan granite under compressive stress conditions. Rock Mech Rock Eng. 2015;48(4):1623–33.

    Article  Google Scholar 

  19. Lu DC, Liang JY, Du XL, Ma C, Gao ZW. Fractional elastoplastic constitutive model for soils based on a novel 3d fractional plastic flow rule. Comput Geotech. 2019;105:277–90.

    Article  Google Scholar 

  20. Podlubny I. Fractional differential equations. San Diego: Academic Press; 1998.

    MATH  Google Scholar 

  21. Liang JY, Lu DC, Zhou X, Du XL, Wu W. Non-orthogonal elastoplastic constitutive model with the critical state for clay. Comput Geotech. 2019;116:103200.

    Article  Google Scholar 

  22. Zhang JC. Experimental and modelling investigations of the coupled elastoplastic damage of a quasi-brittle rock. Rock Mech Rock Eng. 2018;51(2):465–78.

    Article  Google Scholar 

  23. Zhou X, Lu DC, Du XL, Wang GS, Meng FP. A 3d non-orthogonal plastic damage model for concrete. Comput Methods Appl Mech Eng. 2020;360:112716.

    Article  MathSciNet  Google Scholar 

  24. Khazraei R. Experimental study and constitutive modeling of damage in brittle rocks. University of Lille, in French: Ph.D. thesis; 1996.

Download references

Acknowledgements

This work has been jointly supported by the Fundamental Research Funds for the Central Universities (B210203014), the National Key Research and Development Program of China ( 2017YFC1501100 ) and the National Natural Science Foundation of China (Grant No. 11872172).

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Correspondence to Qi-Zhi Zhu.

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Qu, PF., Zhu, QZ. A Novel Fractional Plastic Damage Model for Quasi-brittle Materials. Acta Mech. Solida Sin. 34, 706–717 (2021). https://doi.org/10.1007/s10338-021-00240-0

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  • DOI: https://doi.org/10.1007/s10338-021-00240-0

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