Use of the Finite Element Absolute Nodal Coordinate Formulation in Modeling Slope Discontinuity

By Ahmed A Shabana, Aki Mikkola. 2003

81 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering

View Paper: https://www.semanticscholar.org/paper/cdbda6e898ecad58751e01c02d57de54f67199f7

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Ignacio Romero
2. A. A. Mohamed
3. Paramsothy Jayakumar
4. Michael D. Letherwood
5. A. Hamed
6. Ahmed A Shabana
7. Peter Eberhard
8. Xiaoting Rui

In Control and Systems Engineering

1. Ignacio Romero
2. A. A. Mohamed
3. Paramsothy Jayakumar
4. Michael D. Letherwood
5. A. Hamed
6. Ahmed A Shabana
7. K. Nachbagauer
8. Aki Mikkola

Citations in the corpus

• Use of B-Spline in the Finite Element Analysis: Comparison With ANCF Geometry (2012, methodology): “A (11) The fact that this matrix is constant allows having linear pin joint connectivity conditions when ANCF finite elements are used (Shabana and Mikkola, 2003; Shabana, 2010).”
• Comparison of the absolute nodal coordinate and geometrically exact formulations for beams (2014, unknown): “[33–35].”
• A comparison of finite elements for nonlinear beams: the absolute nodal coordinate and geometrically exact formulations (2008, methodology): “The numerical treatment of ANC beams with nonsmooth centroid curves requires special attention, and was studied in [ 36 ].”