Technical Papers
Oct 15, 2020

Parametric Study on an Integral-Type Nonlocal Elastoplasticity Model Regularized with Tikhonov-Phillips Method

Publication: Journal of Engineering Mechanics
Volume 146, Issue 12

Abstract

An integral-type nonlocal elastoplasticity model is proposed and formulated in a one-dimensional scenario to address the strain-softening problem. This nonlocal model includes not only the nonlocal plasticity but also the nonlocal elasticity. The resulting elastic constitutive equation and the plastic consistency condition are ill-posed Fredholm integral equations of the first kind whose solutions are instable without appropriate regularization. In this paper, the Tikhonov-Phillips regularization method is used to reformulate the integral-differential consistency condition to obtain an approximate solution of the local internal variable, which is stable and smooth. A detailed parametric study is carried out to examine the influences of the regularization parameter, the internal length scale, the plastic modulus ratio, and the tolerance of the nonlocal yield condition on the regularized solutions. A numerical example shows that the solutions from the proposed model and the regularization method are mesh-independent. A comparison of the results from the proposed model with those from the nonlocal plasticity model and from the gradient-dependent plasticity model shows good agreement.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The research has been supported by the Scientific Research Foundation for the Returned Overseas Chinese Scholars, State Education Ministry of China. This support is gratefully acknowledged.

References

Bažant, Z. P., and M. Jirásek. 2002. “Nonlocal integral formulations of plasticity and damage: Survey and progress.” J. Eng. Mech. 128 (11): 1119–1149. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:11(1119).
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., W. K. Liu, B. Moran, and K. I. Elkhodary. 2014. Nonlinear finite elements for continua and structures. Chichester, UK: Wiley.
Borino, G., B. Failla, and F. Parrinello. 2003. “A symmetric nonlocal damage theory.” Int. J. Solids Struct. 40 (13–14): 3621–3645. https://doi.org/10.1016/S0020-7683(03)00144-6.
Borino, G., P. Fuschi, and C. Polizzotto. 1999. “A thermodynamic approach to nonlocal plasticity and related variational principles.” J. Appl. Mech. 66 (4): 952–963. https://doi.org/10.1115/1.2791804.
Comi, C., and U. Perego. 1996. “A generalized variable formulation for gradient dependent softening plasticity.” Int. J. Numer. Methods Eng. 39 (21): 3731–3755. https://doi.org/10.1002/(SICI)1097-0207(19961115)39:21%3C3731::AID-NME24%3E3.0.CO;2-Z.
de Borst, R., and H.-B. Mühlhaus. 1992. “Gradient-dependent plasticity: Formulation and algorithm aspects.” Int. J. Numer. Methods Eng. 35 (3): 521–539. https://doi.org/10.1002/nme.1620350307.
de Borst, R., L. J. Sluys, H.-B. Mühlhaus, and J. Pamin. 1993. “Fundamental issues in finite element analyses of localization of deformation.” Eng. Comput. 10 (2): 99–121. https://doi.org/10.1108/eb023897.
Edelen, D. G. B., and N. Laws. 1971. “On the thermodynamics of systems with nonlocality.” Arch. Ration. Mech. Anal. 43 (1): 24–35. https://doi.org/10.1007/BF00251543.
Engelen, R. A. B., N. A. Fleck, R. H. J. Peerlings, and M. G. D. Geers. 2006. “An evaluation of higher-order plasticity theories for predicting size effects and localization.” Int. J. Solids Struct. 43 (Apr): 1857–1877. https://doi.org/10.1016/j.ijsolstr.2004.05.072.
Engelen, R. A. B., M. G. D. Geers, and F. P. T. Baaijens. 2003. “Nonlocal implicit gradient-enhanced elasto-plasticity for the modeling of softening behavior.” Int. J. Plast. 19 (4): 403–433. https://doi.org/10.1016/S0749-6419(01)00042-0.
Eringen, A. C. 1983. “On differential equations of nonlocal elasticity and solutions of screw dislocation and surface waves.” J. Appl. Phys. 54 (9): 4703–4710. https://doi.org/10.1063/1.332803.
Eringen, A. C. 2002. Nonlocal continuum field theories. New York: Springer.
Groetsch, C. W. 1984. The theory of Tikhonov regularization for Fredholm equations of the first kind. Marshfield, WI: Pitman Publishing.
Jirásek, M., and S. Rolshoven. 2003. “Comparison of integral-type nonlocal plasticity models for strain-softening materials.” Int. J. Eng. Sci. 41 (13–14): 1553–1602. https://doi.org/10.1016/S0020-7225(03)00027-2.
Lü, X., J.-P. Bardet, and M. Huang. 2009. “Numerical solutions of strain localization with nonlocal softening plasticity.” Comput. Methods Appl. Mech. Eng. 198 (47–48): 3702–3711. https://doi.org/10.1016/j.cma.2009.08.002.
Lü, X., J.-P. Bardet, and M. Huang. 2012. “Spectral analysis of nonlocal regularization in two-dimensional finite element models.” Int. J. Numer. Anal. Methods Geomech. 36 (2): 219–235. https://doi.org/10.1002/nag.1006.
Lubliner, J. 1990. Plasticity theory. New York: Macmillan.
Luzio, G. D., and Z. P. Bažant. 2005. “Spectral analysis of localization in nonlocal and over-nonlocal materials with softening plasticity or damage.” Int. J. Solids Struct. 42 (Nov): 6071–6100. https://doi.org/10.1016/j.ijsolstr.2005.03.038.
Mühlhaus, H.-B., and E. C. Aifantis. 1991. “A variational principle for gradient plasticity.” Int. J. Solids Struct. 28 (7): 845–857. https://doi.org/10.1016/0020-7683(91)90004-Y.
Ortiz, M., Y. Leroy, and A. Needleman. 1987. “A finite element method for localized failure analysis.” Comput. Methods Appl. Mech. Eng. 61 (2): 189–214. https://doi.org/10.1016/0045-7825(87)90004-1.
Peerlings, R. H. J., M. G. D. Geers, R. de Borst, and W. A. M. Brekelmans. 2001. “A critical comparison of nonlocal and gradient-enhanced softening continua.” Int. J. Solids Struct. 38 (44–45): 7723–7746. https://doi.org/10.1016/S0020-7683(01)00087-7.
Peerlings, R. H. J., L. H. Poh, and M. G. D. Geers. 2012. “An implicit gradient plasticity-damage theory for predicting size effects in hardening and softening.” Eng. Fract. Mech. 95 (Nov): 2–12. https://doi.org/10.1016/j.engfracmech.2011.12.016.
Phillips, D. L. 1962. “A technique for the numerical solution of certain integral equations of the first kind.” J. Assoc. Comput. Mach. 9 (1): 84–97. https://doi.org/10.1145/321105.321114.
Pietruszczak, S. T., and Z. Mróz. 1981. “Finite element analysis of deformation of strain-softening materials.” Int. J. Numer. Methods Eng. 17 (3): 327–334. https://doi.org/10.1002/nme.1620170303.
Pijaudier-cabot, G., and A. Benallal. 1993. “Strain localization and bifurcation in a nonlocal continuum.” Int. J. Solids Struct. 30 (13): 1761–1775. https://doi.org/10.1016/0020-7683(93)90232-V.
Polizzotto, C. 2003. “Unified thermodynamic frame work for nonlocal/gradient continuum theories.” Eur. J. Mech. A. Solids 22 (5): 651–668. https://doi.org/10.1016/S0997-7538(03)00075-5.
Polizzotto, C., P. Fuschi, and A. A. Pisano. 2006. “A nonhomogeneous nonlocal elasticity model.” Eur. J. Mech. A. Solids 25 (Mar–Apr): 308–333. https://doi.org/10.1016/j.euromechsol.2005.09.007.
Ramaswamy, S., and N. Aravas. 1998. “Finite element implementation of gradient plasticity models. Part I: Gradient-dependent yield functions.” Comput. Methods Appl. Mech. Eng. 163 (1–4): 11–32. https://doi.org/10.1016/S0045-7825(98)00028-0.
Read, H. E., and G. A. Hegemier. 1984. “Strain softening of rock, soil and concrete: A review article.” Mech. Mater. 3 (4): 271–294. https://doi.org/10.1016/0167-6636(84)90028-0.
Shi, Y., and M. L. Falk. 2005. “Strain localization and percolation of stable structure in amorphous solids.” Phys. Rev. Lett. 95 (9): 095502. https://doi.org/10.1103/PhysRevLett.95.095502.
Simo, J. C., and T. J. R. Hughes. 1998. Computational inelasticity. New York: Springer.
Strömberg, L., and M. Ristinmaa. 1996. “FE-formulation of a nonlocal plasticity theory.” Comput. Methods Appl. Mech. Eng. 136 (1–2): 127–144. https://doi.org/10.1016/0045-7825(96)00997-8.
Tikhonov, A. N., and V. Y. Arsenin. 1977. Solutions of ill-posed problems. Washington, DC: V. H. Winston & Sons.
Tikhonov, A. N., A. V. Goncharsky, V. V. Stepanov, and A. G. Yagola. 1995. Numerical methods for the solution of ill-posed problems. Dordrecht, Netherlands: Springer.
Tvergarrd, V., A. Needleman, and K. K. Lo. 1983. “Finite element analysis of localization in plasticity.” In Finite elements, special problems in solid mechanics, edited by J. T. Oden and G. F. Carey, 94–157. Englewood Cliffs, NJ: Prentice Hall.
Twomey, S. 1963. “On the numerical solution of Fredholm integral equations of the first kind by the inversion of the linear system produced by quadrature.” J. Assoc. Comput. Mach. 10 (1): 97–101. https://doi.org/10.1145/321150.321157.
Vermeer, P. A., and R. B. J. Brinkgreve. 1994. “A new effective non-local strain measure for softening plasticity.” In Localisation and bifurcation theory for soils and rocks, edited by V. Chambon, I. Desrues, and I. Vardoulakis, 89–100. Rotterdam, Netherlands: A.A. Balkema.
Voyiadjis, G. Z., and Y. Song. 2017. “Effect of passivation on higher order gradient plasticity models for non-proportional loading: Energetic and dissipative gradient components.” Philos. Mag. 97 (5): 318–345. https://doi.org/10.1080/14786435.2016.1260783.
Wu, S. 2017. “Analysis of Tikhonov regularization on the integral-type nonlocal plasticity model.” J. Eng. Mech. 143 (9): 04017106. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001330.
Wu, S. 2018. “Solution for the general integral-type nonlocal plasticity model with Tikhonov regularization.” Int. J. Numer. Methods Eng. 115 (7): 791–824. https://doi.org/10.1002/nme.5826.
Zervos, A., P. Papanastasiou, and I. Vardoulakis. 2001. “A finite element displacement formulation for gradient elastoplasticity.” Int. J. Numer. Methods Eng. 50 (6): 1369–1388. https://doi.org/10.1002/1097-0207(20010228)50:6%3C1369::AID-NME72%3E3.0.CO;2-K.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 146Issue 12December 2020

History

Received: Feb 10, 2019
Accepted: Aug 23, 2020
Published online: Oct 15, 2020
Published in print: Dec 1, 2020
Discussion open until: Mar 15, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China (corresponding author). ORCID: https://orcid.org/0000-0003-1768-8975. Email: [email protected]
Shuwei Yang [email protected]
Engineer, China Railway First Survey and Design Institute Group Co., Ltd., No. 2 Xiying Rd., Xi’an, Shaanxi 710043, China; formerly, Graduate Student, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share