An adaptive edge-based smoothed finite element method (ES-FEM) for phase-field modeling of fractures at large deformations
Fucheng Tian, Xiaoliang Tang, Tingyu Xu, Liangbin Li

TL;DR
This paper introduces an adaptive edge-based smoothed finite element method (ES-FEM) integrated with phase-field modeling for simulating fractures at large deformations, improving accuracy and efficiency in complex crack analysis.
Contribution
It presents the first coupling of ES-FEM with phase-field fracture modeling at large deformations, along with a multi-level adaptive mesh strategy for enhanced computational efficiency.
Findings
Successfully modeled crack deflection in rubber experiments.
Demonstrated improved accuracy over traditional methods.
Validated results against experimental data and literature.
Abstract
This work presents the Griffith-type phase-field formation at large deformation in the framework of adaptive edge-based smoothed finite element method (ES-FEM) for the first time. Therein the phase-field modeling of fractures has attracted widespread interest by virtue of its outstanding performance in dealing with complex cracks. The ES-FEM is an excellent member of the S-FEM family developed in combination with meshless ideas and finite element method (FEM), which is characterized by higher accuracy, softer stiffness, and insensitive to mesh distortion. Given that, the advantages of the phase-field method (PFM) and ES-FEM are fully combined by the approach proposed in this paper. With the costly computational overhead of PFM and ES-FEM in mind, a well-designed multi-level adaptive mesh strategy was developed, which considerably improved the computational efficiency. Furthermore, the…
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