Abstract
The computational modeling of fractures in solids using damage mechanics faces challenge when dealing with complex crack topologies. One effective approach to address this challenge is by reformulating damage mechanics within a variational framework. In this paper, we present a novel variational damage model that incorporates a threshold value to prevent damage initiation at low energy levels. The proposed model defines fracture energy density (ϕ˜) and damage field (s) based on the energy density (ϕ), crack energy release rate (Gc), and crack length scale (ℓ). Specifically, if ϕ≤[Formula presented], then ϕ˜=ϕ and s=0; otherwise, ϕ˜=−[Formula presented]. Furthermore, we extend the model with a threshold value to a higher-order version. Utilizing this functional, we derive the governing equation for fractures that evolve automatically with ease. The formulation can be seamlessly integrated into conventional finite element methods for elastic solids with minimal modifications. The proposed formulation offers sharper crack interfaces compared to phase field methods using the same mesh density. We demonstrate the capabilities of our approach through representative numerical examples in both 2D and 3D, including static fracture problems, cohesive fractures, and dynamic fractures. The open-source code is available on GitHub via the link https://github.com/hl-ren/vdm.
| Original language | English |
|---|---|
| Article number | 107518 |
| Journal | Computers and Structures |
| Volume | 305 |
| E-pub ahead of print | 18 Sept 2024 |
| DOIs | |
| Publication status | Published - 1 Dec 2024 |
Keywords
- Cohesive fracture
- Crack propagation
- Damage mechanics
- Dynamic fracture
- Fracture
- Multiple failure modes
- Threshold value
ASJC Scopus subject areas
- Civil and Structural Engineering
- Modelling and Simulation
- General Materials Science
- Mechanical Engineering
- Computer Science Applications
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