Isogeometric collocation using analysis-suitable T-splines of arbitrary degree

被引:46
作者
Casquero, Hugo [1 ]
Liu, Lei [2 ]
Zhang, Yongjie [2 ]
Reali, Alessandro [3 ,4 ]
Gomez, Hector [1 ]
机构
[1] Univ A Coruna, Dept Metodos Matemat, Campus A Coruna, La Coruna 15071, Spain
[2] Carnegie Mellon Univ, Dept Mech Engn, Pittsburgh, PA 15213 USA
[3] Univ Pavia, Dept Civil Engn & Architecture, Via Ferrata 3, I-27100 Pavia, Italy
[4] Tech Univ Munich, Inst Adv Study, Lichtenbergstr 2a, D-85748 Garching, Germany
基金
欧洲研究理事会;
关键词
Collocation; Analysis-suitable T-splines; Arbitrary-degree T-splines; Isogeometric analysis; Bezier extraction; Kirchhoff plates; FLUID-STRUCTURE INTERACTION; LINEAR INDEPENDENCE; FINITE-ELEMENT; B-SPLINE; NURBS; CONSTRUCTION; FORMULATIONS; SIMULATION; MESH; DISCRETIZATIONS;
D O I
10.1016/j.cma.2015.12.014
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper deals with the use of analysis-suitable T-splines of arbitrary degree in combination with isogeometric collocation methods for the solution of second-and fourth-order boundary-value problems. In fact, analysis-suitable T-splines appear to be a particularly efficient locally refinable basis for isogeometric collocation, able to conserve the cost of only one point evaluation per degree of freedom typical of standard NURBS-based isogeometric collocation. Furthermore, T-splines allow to easily create highly non-uniform meshes without introducing elements with high aspect ratios; this makes it possible to avoid the numerical instabilities that may arise in the case of problems characterized by reduced regularity when Neumann boundary conditions are imposed in strong form and elements with high aspect ratio are used. The local refinement properties of T-splines can be also successfully exploited to approximate problems where point loads are applied. Finally, several numerical tests are herein presented in order to confirm all the above-mentioned features, as well as the good overall convergence properties of the combination of isogeometric collocation and analysis-suitable T-splines. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:164 / 186
页数:23
相关论文
共 73 条
[1]   Selective and reduced numerical integrations for NURBS-based isogeometric analysis [J].
Adam, C. ;
Hughes, T. J. R. ;
Bouabdallah, S. ;
Zarroug, M. ;
Maitournam, H. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2015, 284 :732-761
[2]  
[Anonymous], 2010, REVISION
[3]   Innovative and efficient stent flexibility simulations based on isogeometric analysis [J].
Auricchio, F. ;
Conti, M. ;
Ferraro, M. ;
Morganti, S. ;
Reali, A. ;
Taylor, R. L. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2015, 295 :347-361
[4]   Locking-free isogeometric collocation methods for spatial Timoshenko rods [J].
Auricchio, F. ;
da Veiga, L. Beirao ;
Kiendl, J. ;
Lovadina, C. ;
Reali, A. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2013, 263 :113-126
[5]   Isogeometric collocation for elastostatics and explicit dynamics [J].
Auricchio, F. ;
da Veiga, L. Beirao ;
Hughes, T. J. R. ;
Reali, A. ;
Sangalli, G. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2012, 249 :2-14
[6]   ISOGEOMETRIC COLLOCATION METHODS [J].
Auricchio, F. ;
Da Veiga, L. Beirao ;
Hughes, T. J. R. ;
Reali, A. ;
Sangalli, G. .
MATHEMATICAL MODELS & METHODS IN APPLIED SCIENCES, 2010, 20 (11) :2075-2107
[7]  
Balay S., 2014, PETSc Web page
[8]   Isogeometric fluid-structure interaction: theory, algorithms, and computations [J].
Bazilevs, Y. ;
Calo, V. M. ;
Hughes, T. J. R. ;
Zhang, Y. .
COMPUTATIONAL MECHANICS, 2008, 43 (01) :3-37
[9]   Variational multiscale residual-based turbulence modeling for large eddy simulation of incompressible flows [J].
Bazilevs, Y. ;
Calo, V. M. ;
Cottrell, J. A. ;
Hughes, T. J. R. ;
Reali, A. ;
Scovazzi, G. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2007, 197 (1-4) :173-201
[10]   Isogeometric fluid-structure interaction analysis with emphasis on non-matching discretizations, and with application to wind turbines [J].
Bazilevs, Y. ;
Hsu, M-C. ;
Scott, M. A. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2012, 249 :28-41