Jul 2026· International journal of damage mechanics· 0 citations· 69 references
Abstract
To address two critical bottlenecks in peridynamics (PD), namely its strong dependence on uniform discretization and the difficulty in boundary condition implementation, this study proposes a novel Peri-PolySBFEM framework. The framework achieves its advances through three key innovations. First, polygonal meshes are adopted to replace conventional quadrilateral and triangular discretization, thereby effectively improving geometric adaptability for complex configurations. Second, scaled boundary shape functions derived from the Laplace's equation in the scaled boundary finite element method (SBFEM) are embedded into the discontinuous Galerkin weak form of the peridynamic momentum equation. This coupling converts the nonlocal double integrals of PD into a matrix operation form similar to standard finite element methods. Third, an effective boundary correction scheme is developed, which calibrates the micromodulus function by maintaining strain energy density consistency between PD and classical continuum mechanics. Systematic validation through elastic wave propagation, dynamic crack branching, and Kalthoff–Winkler impact tests demonstrates that the framework offers superior excellent control,
δ
-convergence, and m-convergence, collectively confirming its accuracy, convergence, and reliability in dynamic fracture simulation. The current framework is established and validated for two-dimensional problems. Future work will focus on extending this method to three-dimensional cases and multiphysics coupling analyses.
Classical elastic dislocation theory (CEDT) has two challenges when applied to faulting problems: 1) fictitious on-fault stresses not defined by ordinary integration and 2) the geometric unreality of infinitely thin fault zones. We show that both can be resolved by a mollified elastic dislocation theory (MEDT) built on...
This work proposes an enhanced hybrid formulation for evaluating the Time-Varying Mesh Stiffness (TVMS) of helical gears in the presence of structural defects. While traditional compliance models often rely on computationally intensive full-scale numerical simulations or oversimplified analytical slicing, this paper in...
Amira Hattay, Ala Eddin Chakroun, A. Hammami et al.· Journal of Dynamics Monitori...· 0 citations
To enable efficient and accurate first-order derivative computations of structural responses with respect to design parameters, this paper proposes a semi-analytical approach termed the interpolating element-free Galerkin scaled boundary method (IEFG-SBM) for elastostatic sensitivity analysis. Discretizing only the bou...
Shen-Shen Chen, Hao-Yu Zhang, Qing-Hua Li et al.· International Journal of App...· 0 citations
Thin elastic flexible structures exploit large geometric deformation to achieve mechanical functionality, making their fracture behavior strongly coupled with the evolving structural configuration. This work presents a unified discrete differential geometry (DDG) phase-field framework for fracture in highly deformable...
Bo-Han Zhang, Bo Wang, Hua-Jiang Ouyang et al.· 0 citations
This paper develops a finite element method for wave-structure interaction problems arising in the hydroelastic modelling of submerged elastic plates. The approach is formulated for both two-dimensional settings and three-dimensional channels. For the fluid part of the problem, we use a symmetric discontinuous Galerkin...
Zachary J. Wegert, O. Colomés, M. Meylan et al.· 0 citations
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