# Finite element convergence for state-based peridynamic fracture models

**Authors:** Prashant K. Jha, Robert Lipton

arXiv: 1903.00924 · 2019-03-05

## TL;DR

This paper proves the convergence rate of finite element methods for state-based peridynamic fracture models, including stability and numerical validation for dynamic crack propagation.

## Contribution

It establishes the a-priori convergence rate for finite element approximations of nonlocal nonlinear fracture models, including stability analysis and numerical simulations.

## Key findings

- Finite element solutions converge uniformly in the mean square norm.
- Convergence rate for linear finite elements is C_t Δt + C_s h^2/ε^2.
- Numerical simulations support the theoretical convergence rate.

## Abstract

We establish the a-priori convergence rate for finite element approximations of a class of nonlocal nonlinear fracture models. We consider state based peridynamic models where the force at a material point is due to both the strain between two points and the change in volume inside the domain of nonlocal interaction. The pairwise interactions between points are mediated by a bond potential of multi-well type while multi point interactions are associated with volume change mediated by a hydrostatic strain potential. The hydrostatic potential can either be a quadratic function, delivering a linear force-strain relation, or a multi-well type that can be associated with material degradation and cavitation. We first show the well-posedness of the peridynamic formulation and that peridynamic evolutions exist in the Sobolev space $H^2$. We show that the finite element approximations converge to the $H^2$ solutions uniformly as measured in the mean square norm. For linear continuous finite elements the convergence rate is shown to be $C_t \Delta t + C_s h^2/\epsilon^2$, where $\epsilon$ is the size of horizon, $h$ is the mesh size, and $\Delta t$ is the size of time step. The constants $C_t$ and $C_s$ are independent of $\Delta t$ and $h$ and may depend on $\epsilon$ through the norm of the exact solution. We demonstrate the stability of the semi-discrete approximation. The stability of the fully discrete approximation is shown for the linearized peridynamic force. We present numerical simulations with dynamic crack propagation that support the theoretical convergence rate.

## Full text

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## Figures

19 figures with captions in the complete paper: https://tomesphere.com/paper/1903.00924/full.md

## References

40 references — full list in the complete paper: https://tomesphere.com/paper/1903.00924/full.md

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Source: https://tomesphere.com/paper/1903.00924