Abstract

This paper investigates the effect of the horizon size on failure due to strain and damage localization in the case where peridynamics is a nonlocal theory by its own, which corresponds to most bond-based peridynamics models. Two constitutive relationships are discussed: the microelastic brittle model and a progressive damage model. The usual practice with the microelastic brittle model is to fit the microelastic constant for a given horizon size so that elasticity is recovered. At the same time, the fracture energy provides the critical bond stretch. This methodology yields an indirect determination of the tensile strength of the material, that goes to infinity as the horizon size trends to zero. With the damage model, the stretch at the inception of damage can be obtained from the tensile strength. Then, a simple one-dimensional case of wave propagation and interactions in a bar is considered. For fixed values of the horizon, convergence with a refinement of the discretization is checked. The energy dissipated upon fracture is found to be a linear function of the horizon. It is also a function of the softening response. The horizon cannot be chosen arbitrarily, unless the softening parameter is adjusted to fit the fracture energy, like in the crack band model. Surprisingly, such a methodology is very seldom mentioned in the current literature dealing with fracture modeled by peridynamics.

Get full access to this article

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

Data Availability Statement

Codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was performed within the E2S hub Newpores supported jointly by Université de Pau et des Pays de l’Adour and Northwestern University. Financial support from the investissement d’avenir French programme (ANR-16-IDEX-0002) is gratefully acknowledged.

References

Ballarini, R., V. Diana, L. Biolzi, and S. Casolo. 2018. “Bond-based peridynamic modelling of singular and nonsingular fields.” Meccanica 53 (Nov): 3495–3515. https://doi.org/10.1007/s11012-018-0890-7.
Bažant, Z. P., W. Luo, V. T. Chau, and M. A. Bessa. 2016. “Wave dispersion and basic concepts of peridynamics compared to classical nonlocal damage models.” J. Appl. Mech. 83 (11): 111004. https://doi.org/10.1115/1.4034319.
Bažant, Z. P., H. T. Nguyen, and A. A. Donmez. 2022. “Critical comparison of phase-field, peridynamics and crack band model M7 in light of gap tests and classical fracture tests.” J. Appl. Mech. 89 (6): 061008. https://doi.org/10.1115/1.4054221.
Bažant, Z. P., and B. H. Oh. 1983. “Crack band theory for the fracture of concrete.” Mater. Struct. 16 (May): 155–177. https://doi.org/10.1007/BF02486267.
Bazilevs, Y., M. Behzadinasad, and J. T. Foster. 2022. “Simulating concrete failure using the Microplane (M7) constitutive model in correspondence-based peridynamics: Validation for classical fracture tests and extension to discrete fracture.” J. Mech. Phys. Solids 166 (Sep): 104947. https://doi.org/10.1016/j.jmps.2022.104947.
Behzadinasad, M., N. Trask, and Y. Bazilevs. 2021. “A unified, stable and accurate framework for peridynamic correspondence modelling—Part I: Core methods.” J. Peridyn. Nonlocal Model. 3 (Mar): 24–45. https://doi.org/10.1007/s42102-020-00040-z.
Bobaru, F., and W. Hu. 2012. “The meaning, selection, and use of the peridynamic horizon and its relation to crack branching in brittle materials.” Int. J. Fract. 176 (Aug): 215–222. https://doi.org/10.1007/s10704-012-9725-z.
Bobaru, F., M. Yang, L. F. Alves, S. A. Silling, E. Askari, and J. Xu. 2009. “Convergence, adaptive refinement, scaling in 1D peridynamics.” Int. J. Numer. Methods Eng. 77 (6): 852–877. https://doi.org/10.1002/nme.2439.
Butt, S. N., and G. Meschke. 2021. “Peridynamic analysis of dynamic fracture: Influence of peridynamic horizon, dimensionality and specimen size.” Comput. Mech. 67 (Jun): 1719–1745. https://doi.org/10.1007/s00466-021-02017-1.
Gerstle, W., N. Sau, and S. A. Silling. 2007. “Peridynamic model for concrete structures.” Nucl. Eng. Des. 237 (Jul): 1250–1258. https://doi.org/10.1016/j.nucengdes.2006.10.002.
Han, J., S. Li, H. Yu, J. Li, and A. M. Zhang. 2022. “On nonlocal cohesive continuum mechanics and cohesive peridynamic modeling (CPDM) of inelastic fracture.” J. Mech. Phys. Solids 164 (Jul): 104894. https://doi.org/10.1016/j.jmps.2022.104894.
Hobbs, M., T. Dodwell, G. Hattori, and J. Orr. 2022. “An examination of the size effect in quasi-brittle materials using a bond-based peridynamic model.” Eng. Struct. 262 (Jul): 114207. https://doi.org/10.1016/j.engstruct.2022.114207.
Li, C., and J. Wang. 2021. “Peridynamic simulation on hydraulic fracture propagation in shale formation.” Eng. Fract. Mech. 258 (Dec): 108095. https://doi.org/10.1016/j.engfracmech.2021.108095.
Liu, R., Y. Xue, and S. Li. 2023. “A three dimensional (3D) micro-potential-based peridynamics model for deformation and fracture of solid materials.” Eng. Fract. Mech. 282 (Apr): 109180. https://doi.org/10.1016/j.engfracmech.2023.109180.
Madenci, E., M. Dorduncu, A. Barut, and N. Phan. 2018. “Weak form of peridynamics for nonlocal essential and natural boundary conditions.” Comput. Methods Appl. Mech. Eng. 337 (Aug): 598–631. https://doi.org/10.1016/j.cma.2018.03.038.
Madenci, E., and E. Oterkus. 2014. Peridynamic theory and its applications, 289. New York: Springer.
Mikata, Y. 2012. “Analytical solutions of peristatic and peridynamic problems for a 1D infinite rod.” Int. J. Solids Struct. 49 (21): 2887–2897. https://doi.org/10.1016/j.ijsolstr.2012.02.012.
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/(SICI)1097-0207(19990910)46:1%3C131::AID-NME726%3E3.0.CO;2-J.
Pijaudier-Cabot, G., and Z. P. Bažant. 1987. “Nonlocal damage theory.” J. Eng. Mech. 113 (10): 1512–1533. https://doi.org/10.1061/(ASCE)0733-9399(1987)113:10(1512).
Prudhomme, S., and P. Diehl. 2020. “On the treatment of boundary conditions for bond-based peridynamic models.” Comput. Methods Appl. Mech. Eng. 372 (Dec): 113391. https://doi.org/10.1016/j.cma.2020.113391.
Rossi-Cabral, N., M. A. Invaldi, R. Marrios d’Ambra, and I. Iturrioz. 2019. “An alternative bilinear peridynamic model to simulate the damage process in quasi-brittle materials.” Eng. Fract. Mech. 216 (Jul): 106494. https://doi.org/10.1016/j.engfracmech.2019.106494.
Sau, N., J. Medina-Mendoza, and A. C. Borbon-Almada. 2019. “Peridynamic modelling of reinforced concrete structures.” Eng. Fail. Anal. 103 (Sep): 266–274. https://doi.org/10.1016/j.engfailanal.2019.05.004.
Silling, S. A. 2000. “Reformulation of elasticity theory for discontinuities and long-range forces.” J. Mech. Phys. Solids 48 (1): 175–209. https://doi.org/10.1016/S0022-5096(99)00029-0.
Silling, S. A., and E. Askari. 2005. “A meshfree method based on the peridynamic model of solid mechanics.” Comput. Struct. 83 (Jun): 1526–1535. https://doi.org/10.1016/j.compstruc.2004.11.026.
Wang, W., Q. Z. Zhu, T. Ni, B. Vazic, P. Newell, and S. P. A. Bordas. 2023. “An extended peridynamic model equipped with a new bond-breakage criterion for mixed-mode fracture of rock-like materials.” Comput. Methods Appl. Mech. Eng. 411 (Jun): 116016. https://doi.org/10.1016/j.cma.2023.116016.
Weckner, O., and S. A. Silling. 2011. “Determination of nonlocal constitutive equations from phonon dispersion relations.” Int. J. Multiscale Comput. Eng. 9 (6): 623–634. https://doi.org/10.1615/IntJMultCompEng.2011002688.
Wu, P., F. Yang, Z. Chen, and F. Bobaru. 2021. “Stochastically homogenized peridynamic model for dynamic fracture of concrete.” Eng. Fract. Mech. 253 (Aug): 107863. https://doi.org/10.1016/j.engfracmech.2021.107863.
Yang, D., X. He, X. Liu, Y. Deng, and X. Huang. 2020. “A peridynamics-based cohesive zone model (PD-CZM) for predicting cohesive crack propagation.” Int. J. Mech. Sci. 184 (Oct): 105830. https://doi.org/10.1016/j.ijmecsci.2020.105830.
Yu, H., and S. Li. 2020. “On energy release rates in peridynamics.” J. Mech. Phys. Solids 142 (Sep): 104024. https://doi.org/10.1016/j.jmps.2020.104024.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 150Issue 7July 2024

History

Received: Nov 14, 2023
Accepted: Jan 30, 2024
Published online: Apr 29, 2024
Published in print: Jul 1, 2024
Discussion open until: Sep 29, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

Professor, Laboratoire des Fluides Complexes et leurs Réservoirs (LFCR), Universite de Pau et des Pays de l’Adour, CNRS, TotalEnergies, Allée du parc Montaury, Anglet 64600, France (corresponding author). ORCID: https://orcid.org/0000-0002-3464-3229. Email: [email protected]
Dono Toussaint [email protected]
Graduate Research Assistant, Laboratoire des Fluides Complexes et leurs Réservoirs (LFCR), Universite de Pau et des Pays de l’Adour, CNRS, TotalEnergies, Allée du parc Montaury, Anglet 64600, France; McCormick School of Engineering, Technological Institute, Northwestern Univ., 2145 Sheridan Rd., Evanston, IL 60208. Email: [email protected]
Assistant Professor, Gerald May Dept. of Civil, Construction and Environmental Engineering, Univ. of New Mexico, Albuquerque, NM 87131; formerly, Civil and Environmental Engineering Dept., Northwestern Univ., Evanston, IL. ORCID: https://orcid.org/0000-0002-6014-0158. Email: [email protected]
Professor, McCormick School of Engineering, Technological Institute, Northwestern Univ., 2145 Sheridan Rd., Evanston, IL 60208. ORCID: https://orcid.org/0000-0001-7436-3910. 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.

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