Isogeometric Implementation of High-Order Microplane Model for the Simulation of High-Order Elasticity, Softening, and Localization

被引:15
作者
Lale, Erol [1 ]
Zhou, Xinwei [2 ]
Cusatis, Gianluca [3 ]
机构
[1] Istanbul Tech Univ, Dept Civil Engn, TR-34469 Istanbul, Turkey
[2] ES3,550 West C St, San Diego, CA 92101 USA
[3] Northwestern Univ, Dept Civil & Environm Engn, 2145 Sheridan Rd Tech A125, Evanston, IL 60208 USA
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 2017年 / 84卷 / 01期
基金
美国国家科学基金会;
关键词
FINITE-ELEMENT FORMULATIONS; STRAIN GRADIENT PLASTICITY; CONSTITUTIVE MODEL; CONTINUUM THEORY; FRACTURE; DAMAGE; REFORMULATION; NURBS;
D O I
10.1115/1.4034784
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, a recently developed higher-order microplane (HOM) model for softening and localization is implemented within a isogeometric finite-element framework. The HOM model was derived directly from a three-dimensional discrete particle model, and it was shown to be associated with a high-order continuum characterized by independent rotation and displacement fields. Furthermore, the HOM model possesses two characteristic lengths: the first associated with the spacing of flaws in the material internal structure and related to the gradient character of the continuum; the second associated with the size of these flaws and related to the micropolar character of the continuum. The displacement-based finite element implementation of this type of continua requires C-1 continuity both within the elements and at the element boundaries. This motivated the implementation of the concept of isogeometric analysis which ensures a higher degree of smoothness and continuity. Nonuniform rational B-splines (NURBS) based isogeometric elements are implemented in a 3D setting, with both displacement and rotational degrees-of-freedom at each control point. The performed numerical analyses demonstrate the effectiveness of the proposed HOM model implementation to ensure optimal convergence in both elastic and softening regime. Furthermore, the proposed approach allows the natural formulation of a localization limiter able to prevent strain localization and spurious mesh sensitivity known to be pathological issues for typical local strainsoftening constitutive equations.
引用
收藏
页数:10
相关论文
共 66 条
[1]   Update on a class of gradient theories [J].
Aifantis, EC .
MECHANICS OF MATERIALS, 2003, 35 (3-6) :259-280
[2]   ON THE ROLE OF GRADIENTS IN THE LOCALIZATION OF DEFORMATION AND FRACTURE [J].
AIFANTIS, EC .
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1992, 30 (10) :1279-1299
[3]   Strain gradient interpretation of size effects [J].
Aifantis, EC .
INTERNATIONAL JOURNAL OF FRACTURE, 1999, 95 (1-4) :299-314
[4]  
Altan BS., 1997, J. Mech. Behav. Mater, V8, P231, DOI [DOI 10.1515/JMBM.1997.8.3.231, 10.1515/JMBM.1997.8.3.231]
[5]   ON THE STRUCTURE OF THE MODE-III CRACK-TIP IN GRADIENT ELASTICITY [J].
ALTAN, SB ;
AIFANTIS, EC .
SCRIPTA METALLURGICA ET MATERIALIA, 1992, 26 (02) :319-324
[6]   Mixed finite element formulations of strain-gradient elasticity problems [J].
Amanatidou, E ;
Aravas, N .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2002, 191 (15-16) :1723-1751
[7]   Gradient elasticity in statics and dynamics: An overview of formulations, length scale identification procedures, finite element implementations and new results [J].
Askes, Harm ;
Aifantis, Elias C. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2011, 48 (13) :1962-1990
[8]   A simple algorithm for obtaining nearly optimal quadrature rules for NURBS-based isogeometric analysis [J].
Auricchio, F. ;
Calabro, F. ;
Hughes, T. J. R. ;
Reali, A. ;
Sangalli, G. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2012, 249 :15-27
[9]  
Baant ZP., 1983, Mater. Constr., V16, P155
[10]  
Bazant Z. P., 1983, ADP001715 NW U