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Study on the frame structure modeling of the beam element formulated by absolute Nodal coordinate approach

โœ Scribed by Yoshitaka Takahashi; Nobuyuki Shimizu; Kohei Suzuki

Publisher
Springer-Verlag
Year
2005
Tongue
English
Weight
559 KB
Volume
19
Category
Article
ISSN
1738-494X

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๐Ÿ“œ SIMILAR VOLUMES

A two-dimensional shear deformable beam
A two-dimensional shear deformable beam element based on the absolute nodal coordinate formulation
โœ K.E. Dufva; J.T. Sopanen; A.M. Mikkola ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 424 KB

In this study, a new two-dimensional shear deformable beam element is proposed for large deformation problems. The kinematics of the beam are defined using an exact displacement field, where the rotation angles of the cross-section caused by bending and shear deformations are described separately. C

On the correct representation of bending
On the correct representation of bending and axial deformation in the absolute nodal coordinate formulation with an elastic line approach
โœ Johannes Gerstmayr; Hans Irschik ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 893 KB

In finite element methods that are based on position and slope coordinates, a representation of axial and bending deformation by means of an elastic line approach has become popular. Such beam and plate formulations based on the socalled absolute nodal coordinate formulation have not yet been verifi