Mathematical and Numerical Study of Symmetry and Positivity of the Tensor-Valued Spring Constant Defined by P1-FEM for Two- and Three-Dimensional Linear Elasticity

Oussama Ounissi , Masato Kimura , Hirofumi Notsu

Communications on Applied Mathematics and Computation ›› : 1 -22.

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Communications on Applied Mathematics and Computation ›› :1 -22. DOI: 10.1007/s42967-026-00581-y
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Mathematical and Numerical Study of Symmetry and Positivity of the Tensor-Valued Spring Constant Defined by P1-FEM for Two- and Three-Dimensional Linear Elasticity
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Abstract

In this study, we consider a spring-block system that approximates a d-dimensional linear elastic body, where $d=2$ or $d=3$. We derive a $d\times d$ matrix for the spring constant using the P1-finite element method (P1-FEM) with a triangular mesh for the linear elasticity equations. We mathematically analyze the symmetry and positive-definiteness of the spring constant. Even if we assume the full symmetry of the elasticity tensor, the symmetry of the matrix obtained for the spring constant is not trivial. However, we have succeeded in proving this in a unified manner for both two-dimensional and three-dimensional cases. This is an alternative proof of the two-dimensional case in Notsu-Kimura (2014) and is a new result for the three-dimensional case. We provide a necessary and sufficient condition for the spring constant to be positive-definite in the case of an isotropic elasticity tensor, along with a sufficient condition in terms of mesh regularity and Poisson’s ratio. These theoretical results are supported by several numerical experiments. The positive-definiteness of the spring constant derived from the FEM plays a vital role in fracture simulations of elastic bodies using the spring-block system.

Keywords

Spring-block system / Linear elasticity / Spring constant / Finite element method (FEM) / 35Q74 / 65N30 / 74B05 / 74R10

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Oussama Ounissi, Masato Kimura, Hirofumi Notsu. Mathematical and Numerical Study of Symmetry and Positivity of the Tensor-Valued Spring Constant Defined by P1-FEM for Two- and Three-Dimensional Linear Elasticity. Communications on Applied Mathematics and Computation 1-22 DOI:10.1007/s42967-026-00581-y

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References

[1]

Abe K, Kimura M. Vibration-fracture model for one dimensional spring-mass system. J. Math. Ind., 2013, 5(A): 25-32

[2]

Bolander JE, Eliáš J, Cusatis G, Nagai K. Discrete mechanical models of concrete fracture. Eng. Fract. Mech., 2021, 275. ArticleID: 108030

[3]

Brenner, S.C., Scott, L.R.: The Mathematical Theory of Finite Element Methods. Texts in Applied Mathematics, vol. 15. Springer, USA (2008). https://doi.org/10.1007/978-0-387-75934-0

[4]

Cervera M, Barbat GB, Chiumenti M, Wu J-Y. A comparative review of XFEM, mixed FEM and phase-field models for quasi-brittle cracking. Arch. Comput. Methods Eng., 2022, 29: 1009-1083.

[5]

Chen H, Lin E, Liu Y. A novel Volume-Compensated Particle method for 2D elasticity and plasticity analysis. Int. J. Solids Struct., 2014, 51(9): 1819-1833.

[6]

Ciarlet, P.G.: The Finite Element Method for Elliptic Problems. Classics in Applied Mathematics. Society for Industrial and Applied Mathematics, USA (2002). https://doi.org/10.1137/1.9780898719208

[7]

Domaneschi M, Pellecchia C, De Iuliis E, Cimellaro GP, Morgese M, Khalil AA, Ansari F. Collapse analysis of the Polcevera viaduct by the applied element method. Eng. Struct., 2020, 214. ArticleID: 110659

[8]

Duvaut, G., Lions, J.-L.: Inequalities in Mechanics and Physics, 1st edn. Grundlehren der mathematischen Wissenschaften, vol. 219, p. 400. Springer, Germany (1976). https://doi.org/10.1007/978-3-642-66165-5

[9]

Eppstein D, Sullivan JM, Üngör A. Tiling space and slabs with acute tetrahedra. Comput. Geom. Theory Appl., 2004, 27(3): 237-255.

[10]

Grunwald C, Khalil AA, Schaufelberger B, Ricciardi EM, Pellecchia C, De Iuliis E, Riedel W. Reliability of collapse simulation-comparing finite and applied element method at different levels. Eng. Struct., 2018, 176: 265-287.

[11]

Hori M, Oguni K, Sakaguchi H. Proposal of FEM implemented with particle discretization for analysis of failure phenomena. J. Mech. Phys. Solids, 2005, 53: 681-703.

[12]

Kimura M, Notsu H. A mathematical model of fracture phenomena on a spring-block system. Kyoto University RIMS Kokyuroku, 2013, 1848: 171-186

[13]

Kwok C-Y, Duan K, Pierce M. Modeling hydraulic fracturing in jointed shale formation with the use of fully coupled discrete element method. Acta Geotech., 2020, 15: 245-264.

[14]

Liu G-Y, Xu W-J, Govender N, Wilke DN. A cohesive fracture model for discrete element method based on polyhedral blocks. Powder Technol., 2020, 359: 190-204.

[15]

Notsu H, Kimura M. Symmetry and positive definiteness of the tensor-valued spring constant derived from P1-FEM for the equations of linear elasticity. Networks and Heterogeneous Media, 2014, 9(4): 617-634.

[16]

Quaranta L, Maddegedara L, Okinaka T, Hori M. Application of PDS-FEM to simulate dynamic crack propagation and supershear rupture. Comput. Mech., 2020, 65: 1289-1304.

[17]

Sadd MH. Elasticity Theory, Applications, and Numerics, 2020, 4, United Kingdom, Elsevier.

[18]

Seleson P, Du Q, Parks ML. On the consistency between nearest-neighbor peridynamic discretizations and discretized classical elasticity models. Comput. Methods Appl. Mech. Eng., 2016, 311: 698-722.

[19]

Silling SA, Lehoucq RB. Convergence of peridynamics to classical elasticity theory. J. Elast., 2008, 93: 13-37.

[20]

Tian F, Liu Z, Li H, Zhang E, Zhou J, Shao J-F. Advances in peridynamics modeling of deformation and fracturing of brittle geomaterials. Deep Resources Engineering, 2024, 1(3. ArticleID: 100110

[21]

Zhao G-F, Fang J, Zhao J. A 3D distinct lattice spring model for elasticity and dynamic failure. Int. J. Numer. Anal. Meth. Geomech., 2011, 35(8): 859-885.

Funding

JSPS KAKENHI (JP24H00184, JP25K00920)

JSPS KAKENHI(JP20H01823, JP21H04431, JP24H00188, JP25K00920)

JST CREST(JPMJCR2014)

Kanazawa University

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