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A nonlinear three-dimensional finite beam element based on a Hu Washizu variational formulation is presented.
A beam element, based on a displacement formulation, is first developed.
The belt was modeled as a planar beam element based on an absolute nodal coordinate formulation.
For that reason, the current contribution additionally proposes a novel geometrically exact beam element based on the Simo Reissner theory.
The proposed element is also compared with an existing shear deformable beam element based on the absolute nodal coordinate formulation.
This paper presents a 2-node, 4 DOF/node beam element based on higher order shear deformation theory for axial flexural-shear functionaxial flexural-shear.
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In this work, beam elements based on different kinematic assumptions are combined through the Arlequin method.
Conventional beam elements based on the mid-plane formulation are often used to predict vibration frequencies of beams.
In this study a large knowledge base is first established through numerous designs of experiments on beam elements, based on a validated finite element model of a reference vehicle body-in-white.
In this work, a detailed physics-based three-dimensional model of an experimental Machinery Fault Simulator® apparatus is developed using ANSYS® with beam elements based on Timoshenko beam theory.
In order to demonstrate the accuracy and the superiority of the beam element developed by this study, the numerical solutions are presented and compared with the results obtained from other researchers, the isoparametric beam elements based on the Lagrangian interpolation polynomial, and the detailed three-dimensional analysis results using the shell elements of ABAQUS.
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