2010
DOI: 10.1007/s11029-010-9159-5
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Bending of thick functionally graded plates resting on Winkler–Pasternak elastic foundations

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Cited by 68 publications
(18 citation statements)
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“…As a third example, the results of the deflection and stresses of an FG plate ( a∕h = 10 , a∕b = 1 , T = 0 ) are computed and listed in Table 4 for various values of the power-law index k . The obtained deflection and stresses are compared with those calculated by Benyoucef et al [51]. The deflection w * and stress 1 increase as k increases while the stresses 2 , 6 , 4 , 5 decrease by increasing the parameter k .…”
Section: Comparison Resultsmentioning
confidence: 79%
“…As a third example, the results of the deflection and stresses of an FG plate ( a∕h = 10 , a∕b = 1 , T = 0 ) are computed and listed in Table 4 for various values of the power-law index k . The obtained deflection and stresses are compared with those calculated by Benyoucef et al [51]. The deflection w * and stress 1 increase as k increases while the stresses 2 , 6 , 4 , 5 decrease by increasing the parameter k .…”
Section: Comparison Resultsmentioning
confidence: 79%
“…Also, the FGP plates consisted of Titanium/Zirconia are considered. The material properties are given by (Zidi et al 2014) Metal ( To verify the accuracy and validity of the present technique, results of EGP and FGP plates are compared with the solutions of several theories obtained by new hyperbolic shear deformation theory (HSDT) (Benyoucef et al 2010), sinusoidal shear deformation theory (SSDT) (Thai and Vo, 2013), a refined four-unknown plate theory RSPT (Al Khateeb and Zenkour 2014) and Q-3D (Zenkour and Hafed 2019). Tables 1-5 show the comparison of dimensionless deflection and stresses of Aluminum/Alumina EGP rectangular plate under sinusoidally load, while Table 6 illustrates the comparison of dimensionless deflection and stresses of Titanium/Zirconia FGP rectangular plate under sinusoidally load.…”
Section: Dimensionless Quantitiesmentioning
confidence: 99%
“…The middle layer of the cylindrical shell was assumed to be of functionally graded material. Benyoucef et al [18] investigated the bending behavior of thick functionally graded plates resting on WinklerPasternak elastic foundations.…”
Section: Isrn Mechanical Engineeringmentioning
confidence: 99%