Semi-analytical modeling of composite beams using the scaled boundary finite element method

被引:19
|
作者
Jung, Jonathan Daniel [1 ]
Becker, Wilfried [1 ]
机构
[1] Tech Univ Darmstadt, Fachgebiet Strukturmech, Franziska Braun Str 7, D-64287 Darmstadt, Germany
关键词
SBFEM; Semi-analytical; Thin-walled beams; SAINT-VENANTS PROBLEM; ANISOTROPIC CYLINDER; END;
D O I
10.1016/j.compstruct.2015.11.021
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The scaled boundary finite element method (SBFEM) is a semi-analytical method in which only the boundary is discretized. The results on the boundary are scaled into the domain with respect to a scaling center which must be "visible" from the whole boundary. For beam-like problems the scaling center can be selected at infinity and only the cross-section is discretized. The current work is devoted to the development of some SBFEM elements for thin-walled beams on the basis of the first order shear deformation theory. The beam sections are considered to be multilayered laminate plates with arbitrary layup. The arbitrary cross-section is discretized with beam-like elements of Timoshenko type. Using the virtual work principle gives a system of differential equations of a gyroscopic type. The solution is given using the matrix exponential function. Knowing the deformation of the beam, the stresses, strains and curvatures can be calculated and a failure criterion can be used to assess the laminate. The SBFEM has been tested and compared with a finite element model and it gives good results. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:121 / 129
页数:9
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