A novel isogeometric coupling approach for assembled thin-walled structures

被引:0
|
作者
Zhang, Zhengyang [1 ]
Hao, Peng [1 ]
Wang, Yu [2 ,3 ]
Jin, Lingzhi [1 ]
Feng, Shaojun [1 ]
机构
[1] Dalian Univ Technol, Dept Engn Mech, State Key Lab Struct Anal Optimizat & CAE Software, Dalian 116024, Liaoning, Peoples R China
[2] CAEP Software Ctr High Performance Numer Simulat, Beijing 100088, Peoples R China
[3] CAEP, Inst Comp Applicat, Mianyang 621900, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
Isogeometric analysis; Multi-patch; Nitsche method; Penalty method; Mortar method; Geometric continuity; FINITE-ELEMENTS; SHELLS; NURBS; CAD;
D O I
10.1016/j.tws.2024.112294
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the aerospace field, there are numerous assembled thin-walled structures with complex geometric continuity conditions. This makes isogeometric analysis (IGA) inevitably meet multi-patch issues. In previous work on 5DOFs shell, when encountering G 0 continuity or kinks, the approach often involved converting two local coordinate system rotations into three global coordinate system rotations to achieve multi-patch coupling. This often introduces additional DOFs and may destabilize the stiffness matrix. In this study, inspired by the concept of solid coupling, a new shell coupling approach is proposed, developing a 5-DOFs shell coupling framework suitable for different geometric continuities, providing a more efficient and simpler framework. When calculating the coupling stiffness matrix, there is no need for prior classification of the control points. Within this framework, the Nitsche, Penalty, and Mortar methods based on IGA are implemented. To demonstrate the effectiveness of the proposed framework in static and linear buckling analyzes, four different numerical examples were constructed, including G 1 , G 0 continuity, and kinks. Under different continuity conditions, the results are sensitive to the parameter selection of the Nitsche and Penalty methods. Appropriate parameter selection can lead to better results for them. Compared to others, the Mortar method avoids this problem, making it easier to apply in engineering. The core codes are publicly available at https://github.com/tasteofbbq/ICA4ATWS.
引用
收藏
页数:25
相关论文
共 50 条
  • [31] Creep analysis of thin-walled structures
    Altenbach, H
    ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 2002, 82 (08): : 507 - 533
  • [32] Wave motion in thin-walled structures
    Houillon, L
    Ichchou, MN
    Jezequel, L
    JOURNAL OF SOUND AND VIBRATION, 2005, 281 (3-5) : 483 - 507
  • [33] Thin-walled timber structures: An investigation
    Gilbert, Benoit P.
    Hancock, Steven B.
    Bailleres, Henri
    Hjiaj, Mohammed
    CONSTRUCTION AND BUILDING MATERIALS, 2014, 73 : 311 - 319
  • [34] Local strength of thin-walled structures
    Yu. I. Vinogradov
    Yu. A. Gusev
    V. I. Nikitenko
    V. I. Petrov
    Mechanics of Solids, 2007, 42 : 796 - 806
  • [35] CONTACT PROBLEMS FOR THIN-WALLED STRUCTURES
    TISHCHENKO, VN
    SOVIET APPLIED MECHANICS, 1985, 21 (10): : 980 - 983
  • [36] Openings in thin-walled steel structures
    Shanmugam, NE
    THIN-WALLED STRUCTURES, 1997, 28 (3-4) : 355 - 372
  • [37] Editorial changes for Thin-Walled Structures
    不详
    THIN-WALLED STRUCTURES, 2017, 119 : A1 - A1
  • [38] CHILVER,AH - THIN-WALLED STRUCTURES
    HOWARD, HB
    JOURNAL OF THE ROYAL AERONAUTICAL SOCIETY, 1967, 71 (682): : 730 - &
  • [39] FLUSIB:: Fully three-dimensional coupling of fluid and thin-walled structures
    Scholz, D
    Rank, E
    Glück, M
    Breuer, M
    Durst, F
    High Performance Computing in Science and Engineering, Garching 2004, 2005, : 43 - 50
  • [40] Nitsche-XFEM for the coupling of an incompressible fluid with immersed thin-walled structures
    Alauzet, Frederic
    Fabreges, Benoit
    Fernandez, Miguel A.
    Landajuela, Mikel
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2016, 301 : 300 - 335