2018
DOI: 10.1007/s00707-018-2247-7
|View full text |Cite
|
Sign up to set email alerts
|

On the shear buckling of porous nanoplates using a new size-dependent quasi-3D shear deformation theory

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

0
15
0

Year Published

2018
2018
2023
2023

Publication Types

Select...
9

Relationship

3
6

Authors

Journals

citations
Cited by 69 publications
(17 citation statements)
references
References 73 publications
0
15
0
Order By: Relevance
“…By inserting Eqs. (11), (13), and (22) into Eq. 10, then, integrating by parts and collecting the coefficients of u, v, w 0 , , , w 1 , and w 2 , the following governing equations are obtained:…”
Section: Classical Maxwell's Relationsmentioning
confidence: 99%
“…By inserting Eqs. (11), (13), and (22) into Eq. 10, then, integrating by parts and collecting the coefficients of u, v, w 0 , , , w 1 , and w 2 , the following governing equations are obtained:…”
Section: Classical Maxwell's Relationsmentioning
confidence: 99%
“…It was concluded that lower-order shear deformation theory such as first-order shear deformation does not lead to accurate results for plate with higher values of thickness to side length ratio. To overcome this incompleteness, several higher-order shear deformation theories (HSDT) were developed (Shahsavari et al, 35 Mantari et al, 36 Meiche et al 37 ). Recently, refined plate theories (RPT) were presented for plates which the most interesting features of these theories are similarity to classical theory in various respects (Mahi et al 38 and Arefi and Zenkour 39 ).…”
Section: Introductionmentioning
confidence: 99%
“…It was concluded that lower-order shear deformation theory such as first-order shear deformation does not lead to accurate results for plate with higher values of thickness to side length ratio. To overcome this incompleteness, several higher-order shear deformation theories (HSDT) were developed (Shahsavari et al., 35 Mantari et al., 36 Meiche et al. 37 ).…”
Section: Introductionmentioning
confidence: 99%
“…A further application of the nonlocal higher-order theory can be found in the work of Ganapathi and Polit [27] for the numerical study of the bending and buckling response of curved nanobeams, including the thickness stretching effect. For the first time, the shear buckling analysis of porous nanoplates was presented by Shahsavari et al [28] using a nonlocal quasi-3D plate theory. A different single variable shear deformable nonlocal theory was applied instead, by Shimpi et al [29], for the static analysis of rectangular micro/nanobeams subjected to a transverse loading, whereas a comprehensive study of the CNTs reinforced composite plates was presented by Karami et al [30] by applying a nonlocal second-order shear deformable theory.…”
Section: Introductionmentioning
confidence: 99%