2002
DOI: 10.1006/jsvi.2002.5029
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Plane Wave Solutions and Modal Analysis in Higher Order Shear and Normal Deformable Plate Theories

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Cited by 67 publications
(28 citation statements)
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References 17 publications
(37 reference statements)
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“…Batra et al 21 have analyzed plane traveling waves and frequencies of free vibrations of a simply supported plate. Frequencies computed with the fth-order plate theory are found to match extremely well with those computed from the three-dimensional elasticity theory.…”
Section: Discussionmentioning
confidence: 99%
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“…Batra et al 21 have analyzed plane traveling waves and frequencies of free vibrations of a simply supported plate. Frequencies computed with the fth-order plate theory are found to match extremely well with those computed from the three-dimensional elasticity theory.…”
Section: Discussionmentioning
confidence: 99%
“…Lee et al 17 use the principle of virtual work to derive boundary condtions [Eqs. (21) 1 of Ref. 17] on the top and the bottom surfaces of the plate.…”
Section: Introduction Bmentioning
confidence: 99%
“…As observed by other authors, such as Batra et al [28,29], enforcing the equilibrium equations in the variational statement is a powerful technique for predicting accurate 3D stress fields in multilayered structures in a variationally consistent manner. However, the present contracted HR functional results in a structural model with fewer degree of freedom than the generalised model by Batra et al as the in-plane and transverse shear stresses are based on the same degrees of freedom and fewer displacement Lagrange multipliers are needed.…”
Section: Governing Equations From the Hellingerreissner Mixed-variatimentioning
confidence: 74%
“…Nevertheless, we would like to suggest two possible ways of incorporating the effects of transverse normal deformation if these effects are deemed to be significant. The first is to use the generalised approach presented by Batra and co-workers [28,29] of assuming independent Taylor or Legendre series expansions for the six stress and three displacement fields. The drawback of this approach is that the number of variables increases significantly.…”
Section: Discussionmentioning
confidence: 99%
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