Isogeometric analysis of composite beams with arbitrary cross-section using dimensional reduction method

被引:19
|
作者
Ghafari, Esmaeel [1 ]
Rezaeepazhand, Jalil [1 ]
机构
[1] Ferdowsi Univ Mashhad, Dept Mech Engn, Smart & Composite Struct Lab, Mashhad 9177948974, Iran
关键词
Dimensional reduction; Beam cross-sectional analysis; Composite beam; Isogeometric analysis; THIN-WALLED-BEAMS; VIBRATION ANALYSIS; ANISOTROPIC BEAMS; LAMINATED COMPOSITE; CURVED BEAMS; ELEMENT; MODEL; APPROXIMATION; REFINEMENT; BLADES;
D O I
10.1016/j.cma.2017.02.008
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A novel isogeometric-based cross-sectional analysis of composite beams with arbitrary cross-section geometry and a onedimensional composite beam model is presented via the concept of dimensional reduction method. In dimensional reduction method, three-dimensional beam problem is decomposed into a two-dimensional beam cross-sectional analysis and a onedimensional beam problem. To achieve this goal, warping displacements should be computed by solving a cross-sectional eigenvalue problem. The cross-sectional analysis is accomplished by spline basis functions to describe unknown warping fields as well as beam cross-section geometry in an isogeometric framework. The present method benefits from the exact geometric definition of beam cross-section, greatly simplifying mesh refinement and better convergence in contrast to classical finite element method. The proposed beam cross-sectional analysis is applied to a variety of beam cross-section configurations with isotropic and anisotropic materials, which show good correlation with the available results in the literature. (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:594 / 618
页数:25
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