Phase-field description of brittle fracture in plates and shells

被引:109
|
作者
Kiendl, Josef [1 ]
Ambati, Marreddy [2 ]
De Lorenzis, Laura [2 ]
Gomez, Hector [3 ]
Reali, Alessandro [4 ,5 ]
机构
[1] Norwegian Univ Sci & Technol, Dept Marine Technol, Otto Nielsens Veg 10, N-7052 Trondheim, Norway
[2] TU Braunschweig, Inst Appl Mech, Bienroder Weg 87, D-38106 Braunschweig, Germany
[3] Univ A Coruna, Dept Metodos Matemat, Campus A Coruna, La Coruna 15071, Spain
[4] Univ Pavia, Dipartimento Ingn Civile & Architettura, Via Ferrata 3, I-27100 Pavia, Italy
[5] Tech Univ Munich, Inst Adv Study, Lichtenbergstr 2a, D-85748 Garching, Germany
基金
欧洲研究理事会;
关键词
Phase field; Fracture; Shell; Plate; Kirchhoff-Love; Isogeometric analysis; ISOGEOMETRIC ANALYSIS; FINITE-ELEMENTS; CRACK-PROPAGATION; FORMULATION; NURBS; MODELS; REFINEMENT; FRAMEWORK;
D O I
10.1016/j.cma.2016.09.011
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We present an approach for phase-field modeling of fracture in thin structures like plates and shells, where the kinematics is defined by midsurface variables. Accordingly, the phase field is defined as a two-dimensional field on the midsurface of the structure. In this work, we consider brittle fracture and a Kirchhoff-Love shell model for structural analysis. We show that, for a correct description of fracture, the variation of strains through the shell thickness has to be considered and the split into tensile and compressive elastic energy components, needed to prevent cracking in compression, has to be carried out at various points through the thickness, which prohibits the typical separation of the elastic energy into membrane and bending terms. For numerical analysis, we employ isogeometric discretizations and a rotation-free Kirchhoff-Love shell formulation. In several numerical examples we show the applicability of the approach and detailed comparisons with 3D solid simulations confirm its accuracy and efficiency. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:374 / 394
页数:21
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