2002
DOI: 10.1016/s0045-7825(01)00370-x
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Vibration analysis of orthotropic rectangular plates using superelements

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Cited by 19 publications
(5 citation statements)
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“…Some research studies have obtained orthotropic constants by computing the vibration response using the finite element (FE) method or semianalytical methods. [ 23–26 ] However, the knowledge of the dynamic response of Ti–6Al–4V provides directional and tension–compression asymmetrical elastic properties, as reported here and in previous studies. [ 13–16 ]…”
Section: Introductionsupporting
confidence: 62%
See 1 more Smart Citation
“…Some research studies have obtained orthotropic constants by computing the vibration response using the finite element (FE) method or semianalytical methods. [ 23–26 ] However, the knowledge of the dynamic response of Ti–6Al–4V provides directional and tension–compression asymmetrical elastic properties, as reported here and in previous studies. [ 13–16 ]…”
Section: Introductionsupporting
confidence: 62%
“…Some research studies have obtained orthotropic constants by computing the vibration response using the finite element (FE) method or semianalytical methods. [23][24][25][26] However, the knowledge of the dynamic response of Ti-6Al-4V provides directional and tension-compression asymmetrical elastic properties, as reported here and in previous studies. [13][14][15][16] The rise of new technologies and manufacturing of highly critical components has brought a growing interest for nondestructive nanomechanical characterization procedures.…”
supporting
confidence: 64%
“…where m denotes the mass of the plate per unit of surface, D 1 , D 2 and D 12 are the bending stiffness factors, D 66 is the torsional stiffness which depends upon the transverse Young's moduli E 1 and E 2 , the shear-modulus G 12 and the major and minor Poisson ratios m 12 and m 21 as explained for example, in [5,7,12]:…”
Section: Vibro-acoustic Response Of a Specially Orthotropic Panelmentioning
confidence: 99%
“…In the same vein, Mukhopadhyay [3] proposed a different finite difference method to solve the vibration problem of an orthotropic plate. More recently, the finite element method was used to compute the dynamic response of orthotropic plates in [4,5]. A semi-analytical method was proposed by Dalaei and Kerr [6] in 1996 to compute the free vibrations of an orthotropic plate: the authors used an expansion of the solution in harmonics, recasting their approach in a Galerkinlike approach.…”
Section: Introductionmentioning
confidence: 99%
“…Among which, thin orthotropic plate is the typical structure used in such transport production, and the bending vibration behavior of this class structure is the key factor to influence NVH performance of product. Thus, the response of orthotropic plate has been talked about by analytical or semi-analytical methods [1][2][3][4]. With the requirement of lowering the cost of time and computation, the CAE techniques based on numerical method is indispensable for engineers to predict the deterministic bending vibration response of such composite structure, especially in design and optimization process.…”
Section: Introductionmentioning
confidence: 99%