Three Dimensional Absolute Nodal Coordinate Formulation for Beam Elements: Implementation and Applications
By R. Y. Yakoub, Ahmed A Shabana. 2001
354 citations recorded by the source corpus.
Subfields: Control and Systems Engineering, Mechanical Engineering
View Paper: https://www.semanticscholar.org/paper/7ceb6646507c31090a977268cdfa749290c56ace
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Control and Systems Engineering
- Qiang Tian
- K. Nachbagauer
- Paulo Flores
- Cheng Liu
- Aki Mikkola
- Margarida F. Machado
- José Luis Escalona
- A. A. Mohamed
In Mechanical Engineering
- Qiang Tian
- K. Nachbagauer
- Cheng Liu
- Paulo Flores
- Aki Mikkola
- Margarida F. Machado
- D. García-Vallejo
- José Luis Escalona
Citations in the corpus
- A new locking-free shear deformable finite element based on absolute nodal coordinates (2007, background): “The concept of shear deformable elements has been extended to three-dimensional beam and plate/shell elements [5, 6 , 10].”
- Dynamic simulation of frictional contacts of thin beams during large overall motions via absolute nodal coordinate formulation (2014, neutral): “The finite elements of ANCF introduced the global position vector and position vector gradients as nodal coordinates, leading to a constant mass matrix and, as a consequence, zero centrifugal and Coriolos forces [23–28].”
- A new model for dry and lubricated cylindrical joints with clearance in spatial flexible multibody systems (2011, methodology): “Thus, the global position of an arbitrary point in the 3D ANCF-based element can be determined by considering the nodal coordinates vector e with 24 coordinates [32, 33]”
- Comparison of the absolute nodal coordinate and geometrically exact formulations for beams (2014, background): “The shape functions of the element are defined as follows [28, 29],”
- 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, methodology): “In the classical ANCF 2D and 3D beam elements by [84,139] the interpolation of shear and bending deformation is not of the same order.”
- A nonlinear visco-elastic constitutive model for large rotation finite element formulations (2011, background): “[ 26 ]. In this case, the vector of the element nodal coordinates can be written as follows:”