2013
DOI: 10.2514/1.j052399
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New Nonpolynomial Shear-Deformation Theories for Structural Behavior of Laminated-Composite and Sandwich Plates

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Cited by 84 publications
(39 citation statements)
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“…This can be accounted towards the fact that the stresses are derived quantities in the present displacement based formulation. A comparison of the present results with well known Reddy's theory (Reddy, 1984), hybrid theory of Mantari et al (2012), analytical solutions of SFSDT (Grover et al, 2013c), Fiedler et al (2010) and the exact solution (Pagano and Hatfield, 1972) is also shown in Table 1. The comparison of the results ensures the performance of the SFSDT for thick (a/h = 4), moderately thick (a/h = 10) and thin (a/h = 100) plates.…”
Section: Numerical Results and Discussionmentioning
confidence: 99%
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“…This can be accounted towards the fact that the stresses are derived quantities in the present displacement based formulation. A comparison of the present results with well known Reddy's theory (Reddy, 1984), hybrid theory of Mantari et al (2012), analytical solutions of SFSDT (Grover et al, 2013c), Fiedler et al (2010) and the exact solution (Pagano and Hatfield, 1972) is also shown in Table 1. The comparison of the results ensures the performance of the SFSDT for thick (a/h = 4), moderately thick (a/h = 10) and thin (a/h = 100) plates.…”
Section: Numerical Results and Discussionmentioning
confidence: 99%
“…In the present work, the transverse normal after deformation is considered to be a function of thickness co-ordinate expressed in terms of a secant function based shear strain function (Grover et al, 2013c). Thus the hypothesis of straightness and normality is no longer valid as in case of CLPT and FSDT respectively.…”
Section: Displacement Fieldmentioning
confidence: 99%
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“…Due to continuous variation in material properties in a preferred direction the first and higher order shear deformation theory may be conveniently used in the analysis. Recently, several theories have been proposed by the researchers to study the vibration, bending and dynamic response of graded material plates notable among them are, [12,18,21,22,[30][31][32][33][34][35][36][37][38][39][40]42].…”
Section: Introductionmentioning
confidence: 99%