Strain-gradient elasticity and gradient-dependent plasticity with hierarchical refinement of NURBS

被引:9
|
作者
Kolo, Isa [1 ]
Chen, Lin [1 ]
de Borst, Rene [1 ]
机构
[1] Univ Sheffield, Dept Civil & Struct Engn, Moppin St, Sheffield S1 3JD, S Yorkshire, England
关键词
Gradient elasticity; Gradient plasticity; Isogeometric analysis; NURBS; Hierarchical refinement; Adaptivity; ISOGEOMETRIC ANALYSIS; FINITE-ELEMENTS; LOCALIZATION; ADAPTIVITY; FORMULATION; CONTINUA;
D O I
10.1016/j.finel.2019.06.001
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
Higher-order strain-gradient models are relevant for engineering materials which exhibit size-dependent behaviour as observed from experiments. Typically, this class of models incorporate a length scale - related to micro-mechanical material properties - to capture size effects, remove stress singularities, or regularise an ill-posed boundary value problem resulting from localisation of deformation. The higher-order continuity requirement on shape functions can be met using NURBS discretisation, as is considered herein. However, NURBS have a tensor-product nature which makes selective refinement cumbersome. To maintain accuracy and efficiency in analysis, a finer mesh may be required, to capture a localisation band, certain geometrical features, or in regions with high gradients. This work presents strain-gradient elasticity and strain-gradient plasticity, both of second-order, with hierarchically refined NURBS. Refinement is performed based on a multi-level mesh with element-wise hierarchical basis functions interacting through an inter-level subdivision operator. This ensures a standard finite-element data structure. Suitable marking strategies have been used to select elements for refinement. The capability of the numerical schemes is demonstrated with two-dimensional examples.
引用
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页码:31 / 43
页数:13
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