Mesh d-refinement: A data-based computational framework to account for complex material response

被引:4
作者
Wattel, Sacha [1 ]
Molinari, Jean-Francois [1 ]
Ortiz, Michael [2 ,3 ]
Garcia-Suarez, Joaquin [1 ]
机构
[1] Ecole Polytech Fed Lausanne EPFL, Inst Civil Engn, Inst Mat, CH-1015 Lausanne, Switzerland
[2] CALTECH, Div Engn & Appl Sci, 1200 E Calif Blvd, Pasadena, CA 91125 USA
[3] Univ Bonn, Hausdorff Ctr Math, Endenicher Allee 60, D-53115 Bonn, Germany
基金
瑞士国家科学基金会;
关键词
Data-driven computational mechanics; Hybrid formulation; Non-linearity; FEM-DD coupling; Model-free; MODEL;
D O I
10.1016/j.mechmat.2023.104630
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Model-free data-driven computational mechanics (DDCM) is a new paradigm for simulations in solid mechanics. The modeling step associated to the definition of a material constitutive law is circumvented through the introduction of an abstract phase space in which, following a pre-defined rule, physically-admissible states are matched to observed material response data (coming from either experiments or lower-scale simulations). In terms of computational resources, the search procedure that performs these matches is the most onerous step in the algorithm. One of the main advantages of DDCM is the fact that it avoids regression-based, bias-prone constitutive modeling. However, many materials do display a simple linear response in the small-strain regime while also presenting complex behavior after a certain deformation threshold. Motivated by this fact, we present a novel refinement technique that turns regular elements (equipped with a linear-elastic constitutive law) into data-driven ones if they are expected to surpass the threshold known to trigger material non-linear response. We term this technique "data refinement'', "d-refinement'' for short. It works both with data-driven elements based on either DDCM or strain-stress relations learned from data using neural networks. Starting from an initially regular FEM mesh, the proposed algorithm detects where the refinement is needed and iterates until all elements presumed to display non-linearity become data-driven ones. Insertion criteria are discussed. The scheme is well-suited for simulations that feature non-linear response in relatively small portions of the domain while the rest remains linear-elastic. The method is validated against a traditional incremental solver (i.e., Newton-Raphson method) and we show that the d-refinement framework can outperform it in terms of speed at no loss of accuracy. We provide an application that showcases the advantage of the new method: bridging scales in architected metamaterials. For this application, we also succinctly outline how d-refinement can be used in conjunction with a neural network trained on microscale data.
引用
收藏
页数:15
相关论文
共 39 条
  • [1] [Anonymous], 2000, The mathematica book
  • [2] One for all: Universal material model based on minimal state-space neural networks
    Bonatti, Colin
    Mohr, Dirk
    [J]. SCIENCE ADVANCES, 2021, 7 (26)
  • [3] Bulin Johannes, 2022, ARXIV
  • [4] Data-driven rate-dependent fracture mechanics
    Carrara, P.
    Ortiz, M.
    De Lorenzis, L.
    [J]. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2021, 155
  • [5] Carrara Pietro, 2022, CURRENT TRENDS OPEN, P75
  • [6] Data-Driven Finite Elasticity
    Conti, S.
    Mueller, S.
    Ortiz, M.
    [J]. ARCHIVE FOR RATIONAL MECHANICS AND ANALYSIS, 2020, 237 (01) : 1 - 33
  • [7] Data-Driven Problems in Elasticity
    Conti, S.
    Mueller, S.
    Ortiz, M.
    [J]. ARCHIVE FOR RATIONAL MECHANICS AND ANALYSIS, 2018, 229 (01) : 79 - 123
  • [8] Effective properties of the octet-truss lattice material
    Deshpande, VS
    Fleck, NA
    Ashby, MF
    [J]. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2001, 49 (08) : 1747 - 1769
  • [9] Ultralow Thermal Conductivity and Mechanical Resilience of Architected Nanolattices
    Dou, Nicholas G.
    Jagt, Robert A.
    Portela, Carlos M.
    Greer, Julia R.
    Minnich, Austin J.
    [J]. NANO LETTERS, 2018, 18 (08) : 4755 - 4761
  • [10] Model-Free Data-Driven inelasticity
    Eggersmann, R.
    Kirchdoerfer, T.
    Reese, S.
    Stainier, L.
    Ortiz, M.
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2019, 350 : 81 - 99