A Linear Beam Finite Element Based on the Absolute Nodal Coordinate Formulation

By Kimmo Kerkkänen, Jussi T. Sopanen, Aki Mikkola. 2005

58 citations recorded by the source corpus.

Subfields: Control and Systems Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/a6099278d1c144d7d9ef1dbe628cfcc1216611d6

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In Control and Systems Engineering

In Mechanics of Materials

Citations in the corpus

A new locking-free formulation for planar, shear deformable, linear and quadratic beam finite elements based on the absolute nodal coordinate formulation (2011, methodology): “More precisely, the transverse gradient vector or slope vector, which points in direction of the cross section, is utilized similarly to [7].”
State of the Art of ANCF Elements Regarding Geometric Description, Interpolation Strategies, Definition of Elastic Forces, Validation and the Locking Phenomenon in Comparison with Proposed Beam Finite Elements (2014, background): “[66] defined two slope vectors only for a two-noded ANCF element and García-Vallejo et al.”
A new locking-free shear deformable finite element based on absolute nodal coordinates (2007, background): “[ 15 ]. In the absolute nodal coordinate-based elements, transverse slope coordinates are linearly interpolated.”