2006
DOI: 10.1016/j.cma.2005.08.009
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Composite materials in flexible multibody systems

Abstract: In this work the flexible multibody dynamics formulations of complex models are extended to include elastic components made of laminated composite materials. The only limitation for the deformation of a structural member is that it must be elastic and linear when described in a body fixed frame. A finite element model for each flexible body is obtained such that the nodal coordinates are described with respect to the body fixed frame and the inertia terms involved in the mass matrix and gyroscopic force vector… Show more

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Cited by 34 publications
(21 citation statements)
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“…By taking the coordinate values of each middle point in the yoz plane into (10), we can obtain the axial strain expressions of vertical bars (1-4), cables (5-12), cranks (13)(14)(15)(16)(17)(18)(19)(20), rails (21)(22)(23)(24), and central connecting rods (25)(26)(27)(28) as follows:…”
Section: Strain Energymentioning
confidence: 99%
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“…By taking the coordinate values of each middle point in the yoz plane into (10), we can obtain the axial strain expressions of vertical bars (1-4), cables (5-12), cranks (13)(14)(15)(16)(17)(18)(19)(20), rails (21)(22)(23)(24), and central connecting rods (25)(26)(27)(28) as follows:…”
Section: Strain Energymentioning
confidence: 99%
“…The kinetic energy of cross bars, vertical rods, cables, hinges, sliding blocks, and crank connecting rods ∑K b , ∑K l , ∑K d , ∑K m1 , ∑K m2 , and ∑K m can be obtained by using (20), (21), and (22).…”
Section: Strain Energymentioning
confidence: 99%
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“…In this work, the description of composite beam elements follows the work proposed by Cesnik and Hodges [27] while the plate element is described in the work by Augusta Neto et al [28]. The use of these finite elements in the framework of flexible multibody systems is described in different references and is not repeated here [30,31].…”
Section: Introductionmentioning
confidence: 99%
“…In fact, when a structure is excited its behavior is largely controlled by a set of preferable vibration modes, which are dependent on the spectral content of the excitation [21]. Moreover, assuming that the lower order modes have higher contribution to the global response of a system, often in structural dynamic analysis the structural components are described by a sum of selected modes of vibration [22]. Thus, the displacement field of a structural component can be spanned by a selected number of vibration modes, meaning that the structural global behavior of component is accounted with a smaller number of degrees of freedom [23].…”
Section: Introductionmentioning
confidence: 99%