R
R. Y. Yakoub
Researcher at University of Illinois at Chicago
Publications - 5
Citations - 735
R. Y. Yakoub is an academic researcher from University of Illinois at Chicago. The author has contributed to research in topics: Mass matrix & Inertia. The author has an hindex of 3, co-authored 5 publications receiving 654 citations.
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Journal ArticleDOI
Three Dimensional Absolute Nodal Coordinate Formulation for Beam Elements: Theory
Ahmed A. Shabana,R. Y. Yakoub +1 more
TL;DR: In this article, an absolute nodal coordinate formulation is presented for the large rotation and deformation analysis of three dimensional beam elements, taking into account the effect of rotary inertia, torsion and shear, and ensuring continuity of the slopes as well as the rotation of the beam cross section at the nodal points.
Journal ArticleDOI
Three Dimensional Absolute Nodal Coordinate Formulation for Beam Elements: Implementation and Applications
R. Y. Yakoub,Ahmed A. Shabana +1 more
TL;DR: In this paper, two beam elements that relax the assumptions of Euler-Bernoulli and Timoshenko beam theories are developed, which take into account the effect of rotary inertia, shear deformation and torsion, and yet they lead to a constant mass matrix.
Journal ArticleDOI
Use of Cholesky coordinates and the absolute nodal coordinate formulation in the computer simulation of flexible multibody systems
R. Y. Yakoub,Ahmed A. Shabana +1 more
TL;DR: In this article, a computer procedure based on the absolute nodal coordinate formulation and Cholesky coordinates is discussed, and numerical examples are presented in order to demonstrate the use of Cholesy coordinates in the simulation of the large deformations in flexible multibody applications.
ReportDOI
An Isoparametric Three Dimensional Beam Element Using the Absolute Nodal Coordinate Formulation
Ahmed A. Shabana,R. Y. Yakoub +1 more
TL;DR: In this paper, an absolute nodal coordinate formulation is presented for the large rotation and deformation analysis of three dimensional beam elements, taking into account the effect of rotary inertia, torsion and shear effects, and ensuring continuity of the slopes as well as the rotation of the beam cross section at the nodal points.