{"title":"A novel phase-field monolithic scheme for brittle crack propagation based on the limited-memory BFGS method with adaptive mesh refinement","authors":"Tao Jin, Zhao Li, Kuiying Chen","doi":"10.1002/nme.7572","DOIUrl":null,"url":null,"abstract":"<p>The phase-field formulation for fracture propagation is widely adopted due to its capability of naturally treating complex crack geometries. The challenges of the phase-field crack simulation include the non-convexity of the underlying energy functional and the expensive computational cost associated with the fine mesh required to resolve the phase-field length-scale around the crack region. We present a novel phase-field monolithic scheme based on the limited-memory Broyden–Fletcher–Goldfarb–Shanno (BFGS) method, or the L-BFGS method, to address the convergence difficulties usually encountered by a Newton-based approach because of the non-convex energy functional. Comparing with the conventional BFGS method, the L-BFGS monolithic scheme avoids to store the fully dense Hessian approximation matrix. This feature is critical in the context of finite element simulations. To alleviate the expensive computational cost, we integrate the proposed L-BFGS monolithic scheme with an adaptive mesh refinement (AMR) technique. We provide the algorithmic details about the proposed L-BFGS monolithic scheme, especially about how to handle the hanging-node constraints generated during the AMR process as extra linear constraints. Several two-dimensional (2D) and three-dimensional (3D) numerical examples are provided to demonstrate the capabilities of the proposed monolithic scheme, including the accuracy, the robustness, and the computational efficiency regarding the memory consumption and the wall-clock time. Particularly, we emphasize the importance of the appropriately chosen convergence criteria for brute crack propagation. The proposed L-BFGS phase-field monolithic scheme combined with the AMR technique offers an accurate, robust, and efficient approach to model brittle crack propagation in both 2D and 3D problems.</p>","PeriodicalId":13699,"journal":{"name":"International Journal for Numerical Methods in Engineering","volume":null,"pages":null},"PeriodicalIF":2.7000,"publicationDate":"2024-07-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/nme.7572","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical Methods in Engineering","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/nme.7572","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
Abstract
The phase-field formulation for fracture propagation is widely adopted due to its capability of naturally treating complex crack geometries. The challenges of the phase-field crack simulation include the non-convexity of the underlying energy functional and the expensive computational cost associated with the fine mesh required to resolve the phase-field length-scale around the crack region. We present a novel phase-field monolithic scheme based on the limited-memory Broyden–Fletcher–Goldfarb–Shanno (BFGS) method, or the L-BFGS method, to address the convergence difficulties usually encountered by a Newton-based approach because of the non-convex energy functional. Comparing with the conventional BFGS method, the L-BFGS monolithic scheme avoids to store the fully dense Hessian approximation matrix. This feature is critical in the context of finite element simulations. To alleviate the expensive computational cost, we integrate the proposed L-BFGS monolithic scheme with an adaptive mesh refinement (AMR) technique. We provide the algorithmic details about the proposed L-BFGS monolithic scheme, especially about how to handle the hanging-node constraints generated during the AMR process as extra linear constraints. Several two-dimensional (2D) and three-dimensional (3D) numerical examples are provided to demonstrate the capabilities of the proposed monolithic scheme, including the accuracy, the robustness, and the computational efficiency regarding the memory consumption and the wall-clock time. Particularly, we emphasize the importance of the appropriately chosen convergence criteria for brute crack propagation. The proposed L-BFGS phase-field monolithic scheme combined with the AMR technique offers an accurate, robust, and efficient approach to model brittle crack propagation in both 2D and 3D problems.
期刊介绍:
The International Journal for Numerical Methods in Engineering publishes original papers describing significant, novel developments in numerical methods that are applicable to engineering problems.
The Journal is known for welcoming contributions in a wide range of areas in computational engineering, including computational issues in model reduction, uncertainty quantification, verification and validation, inverse analysis and stochastic methods, optimisation, element technology, solution techniques and parallel computing, damage and fracture, mechanics at micro and nano-scales, low-speed fluid dynamics, fluid-structure interaction, electromagnetics, coupled diffusion phenomena, and error estimation and mesh generation. It is emphasized that this is by no means an exhaustive list, and particularly papers on multi-scale, multi-physics or multi-disciplinary problems, and on new, emerging topics are welcome.