2013
DOI: 10.1007/978-3-642-37143-1_11
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A Discrete Model for Transverse Vibration of a Cantilever Beam Carrying Multi Lumped Masses: Analogy with the Continuous Model

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Cited by 6 publications
(7 citation statements)
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“…The ski was modelled as a set of 25 equally spaced, elastically connected lumped masses [25] free to move in a direction aligned with the ski reference frame z-axis, s z , and free to move in torsion about the ski reference frame x-axis, s x . A reduced node count model is shown in Fig.…”
Section: Ski Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…The ski was modelled as a set of 25 equally spaced, elastically connected lumped masses [25] free to move in a direction aligned with the ski reference frame z-axis, s z , and free to move in torsion about the ski reference frame x-axis, s x . A reduced node count model is shown in Fig.…”
Section: Ski Modelmentioning
confidence: 99%
“…The system's equations of motion are arranged into matrix form using an extension of Eddanguir's method [25] to include the torsional DOFs:…”
Section: Ski Modelmentioning
confidence: 99%
“…in which R and T are the radius and thickness of the member; θ is the angle between the member and the horizontal direction. The stiffness matrix and mass matrix are based on the discrete system for a multi-degree-of-freedom system made of n masses as shown in the Appendix (Eddanguir and Benamar, 2013). Table 1 tabulates the material properties of the steel used in the tower and jacket of the offshore wind turbine.…”
Section: Main Structural Modelmentioning
confidence: 99%
“…Therefore, the stiffness and mass matrices can be written with Eqs. (5)-(6) to achieve the elementary parameters for a discrete beam, as proposed by Eddanguir and Benamar (2013). As an alternative, the Finite Element Method (FEM) is often used for more complex problems, with arbitrary geometries and complex material behavior.…”
Section: Mechanical Subsystem Modelingmentioning
confidence: 99%