Varying-order NURBS discretization: An accurate and efficient method for isogeometric analysis of large deformation contact problems

被引:19
作者
Agrawal, Vishal [1 ]
Gautam, Sachin S. [1 ]
机构
[1] Indian Inst Technol Guwahati, Dept Mech Engn, Gauhati 781039, Assam, India
关键词
Computational contact mechanics; Isogeometric analysis; NURBS; Higher-order contact boundary; Frictional contact; Non-linear continuum mechanics; FRICTIONAL CONTACT; FINITE-ELEMENTS; HIERARCHICAL NURBS; INTERFACIAL CRACK; MIXED FORMULATION; COLLOCATION; POINT; ALGORITHM;
D O I
10.1016/j.cma.2020.113125
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A novel varying-order based NURBS discretization method is proposed to enhance the performance of isogeometric analysis (IGA) technique within the framework of computational contact mechanics. The method makes use of higher-order NURBS for the contact integral evaluations. The minimum orders of NURBS capable of representing the complex geometries exactly are employed for the bulk computations. The proposed methodology provides a possibility to refine the geometry through controllable order elevation for isogeometric analysis. To achieve this, a higher-order NURBS layer is used as the contact boundary layer of the bodies. The NURBS layer is constructed using different surface refinement strategies such that it is accompanied by a large number of additional degrees of freedom and matches with the bulk parameterization. The capabilities and benefits of the proposed method are demonstrated using the two-dimensional frictionless and frictional contact problems, considering both small and large deformations. The results with the existing fixed-order based NURBS discretizations are used for comparisons. Numerical examples show that with the proposed method, a much higher accuracy can be achieved even with a coarse mesh as compared to the existing NURBS discretization approach. It exhibits a major gain in the numerical efficiency without the loss of stability, robustness, and the intrinsic features of NURBS-based IGA technique for a similar accuracy level. The simplicity of the proposed method lends itself to be conveniently embedded in an existing isogeometric contact code after only a few minor modifications. (C) 2020 Elsevier B.V. All rights reserved.
引用
收藏
页数:34
相关论文
共 77 条
[1]   IGA: A Simplified Introduction and Implementation Details for Finite Element Users [J].
Agrawal V. ;
Gautam S.S. .
Journal of The Institution of Engineers (India): Series C, 2019, 100 (3) :561-585
[2]   Accurate modeling of contact using cubic splines [J].
Al-Dojayli, M ;
Meguid, SA .
FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2002, 38 (04) :337-352
[3]   A MIXED FORMULATION FOR FRICTIONAL CONTACT PROBLEMS PRONE TO NEWTON LIKE SOLUTION METHODS [J].
ALART, P ;
CURNIER, A .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1991, 92 (03) :353-375
[4]  
[Anonymous], 2015, Introduction to Computational Contact Mechanics: A Geometrical Approach
[5]   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
[6]   Isogeometric analysis using T-splines [J].
Bazilevs, Y. ;
Calo, V. M. ;
Cottrell, J. A. ;
Evans, J. A. ;
Hughes, T. J. R. ;
Lipton, S. ;
Scott, M. A. ;
Sederberg, T. W. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2010, 199 (5-8) :229-263
[7]  
Bazilevs Y., 2009, ISOGEOMETRIC ANAL IN, DOI DOI 10.1016/j.advengsoft.2011.06.010
[8]   Fatigue crack growth analysis of an interfacial crack in heterogeneous materials using homogenized XIGA [J].
Bhardwaj, G. ;
Singh, S. K. ;
Singh, I. V. ;
Mishra, B. K. ;
Rabczuk, Timon .
THEORETICAL AND APPLIED FRACTURE MECHANICS, 2016, 85 :294-319
[9]   Stochastic fatigue crack growth simulation of interfacial crack in bi-layered FGMs using XIGA [J].
Bhardwaj, G. ;
Singh, I. V. ;
Mishra, B. K. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2015, 284 :186-229
[10]  
Bonet Javier, 1997, Nonlinear continuum mechanics for finite element analysis