Isogeometric collocation for implicit dynamics of three-dimensional beams undergoing finite motions

被引:29
|
作者
Marino, Enzo [1 ]
Kiendl, Josef [2 ]
De Lorenzis, Laura [3 ]
机构
[1] Univ Florence, Dept Civil & Environm Engn, Via S Marta 3, I-50139 Florence, Italy
[2] Norwegian Univ Sci & Technol, Dept Marine Technol, NO-7491 Trondheim, Norway
[3] TU Braunschweig, Inst Appl Mech, Pockelsstr 3, D-38106 Braunschweig, Germany
关键词
Isogeometric collocation; Implicit dynamics; Geometrically nonlinear Timoshenko beams; Finite rotations; Newmark method; ELEMENT FORMULATION; NONLINEAR DYNAMICS; CONSERVING ALGORITHM; TIME INTEGRATION; SPATIAL BEAMS; ENERGY; SCHEME; QUATERNION; EFFICIENT; LOCKING;
D O I
10.1016/j.cma.2019.07.013
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We propose a novel approach to the implicit dynamics of shear-deformable geometrically exact beams, based on the isogeometric collocation method combined with the Newmark time integration scheme extended to the rotation group SO(3). The proposed formulation is fully consistent with the underlying geometric structure of the configuration manifold. The method is highly efficient, stable, and does not suffer from any singularity problem due to the (material) incremental rotation vector employed to describe the evolution of finite rotations. Consistent linearization of the governing equations, variables initialization and update procedures are the most critical issues which are discussed in detail in the paper. Numerical applications involving very large motions and different boundary conditions demonstrate the capabilities of the method and reveal the critical role that the high-order approximation in space may have in improving the accuracy of the solution. (C) 2019 Elsevier B.V. All rights reserved.
引用
收藏
页码:548 / 570
页数:23
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