The beam elements, which are widely used in the absolute nodal coordinate formulation (ANCF) can be treated as isoparametric elements, and by analogy to the classical finite element analysis (FEA) are integrated with standard, spatial Gauss-Legendre quadratures. For this reason, the shape of the ANCF beam cross section is restricted only to the shape of rectangle. In this paper, a distinct method of integration of ANCF elements based on continuum mechanics approach is presented. This method allows for efficient analysis of the ANCF beam elements with circular cross section. The integration of element vectors and matrices is performed by separation of the quadrature into the part that integrate along beam axis and the part that integrate in the beam cross section. Then, an alternative quadrature is used to integrate in the circular shape of the cross section. Since the number of integration points in the alternative quadrature corresponds to the number of points in the standard Gaussian quadrature the change in the shape of the cross section does not affects negatively the element efficiency. The presented method was verified using selected numerical tests. They show good relatively agreement with the reference results. Apart from the analysis of the beams with the circular cross section, a possibility of further modifications in the methods of the element integration is also discussed. Due to the fact that locking influence on the convergence of the element is also observed, the methods of locking elimination in the proposed elements are also considered in the paper.

JO - Archive of Mechanical Engineering L1 - http://sd.czasopisma.pan.pl/Content/84611/PDF/02_paper.pdf L2 - http://sd.czasopisma.pan.pl/Content/84611 PY - 2012 IS - No 3 EP - 296 KW - flexible multibody dynamics KW - beam KW - circular cross-section KW - Absolute Nodal Coordinate Formulation A1 - Orzechowski, Grzegorz PB - Polish Academy of Sciences, Committee on Machine Building VL - vol. 59 JF - Archive of Mechanical Engineering SP - 283 T1 - Analysis of beam elements of circular cross section using the absolute nodal coordinate formulation DA - 2012 UR - http://sd.czasopisma.pan.pl/dlibra/docmetadata?id=84611 DOI - 10.2478/v10180-012-0014-1 ER -