| نویسندگان | محمد عارفی |
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| نشریه | Earthquakes and Structures, An International Journal, |
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| شماره صفحات | 299 |
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| شماره مجلد | 26 |
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| ضریب تاثیر (IF) | 1.4 |
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| نوع مقاله | Full Paper |
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| تاریخ انتشار | 2024-04-01 |
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| رتبه نشریه | علمی - پژوهشی |
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| نوع نشریه | الکترونیکی |
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| کشور محل چاپ | ایران |
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| نمایه نشریه | JCR ,SCOPUS |
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| کلید واژه ها | axial and radial displacements; functionally graded cylindrical micro, shell; micro length scale parameter; modified couple stress theory; third order shear deformation theory |
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چکیده مقاله
The present paper develops application of third-order shear deformation theory (TSDT) and modified couple stress
theory (MCST) to size-dependent bending analysis of a functionally graded cylindrical micro-shell. The radial and axial
displacement components are described based on TSDT for more accurate analysis. The effect of small scales is accounted
based on MCST. The principle of virtual work is used for derivation of bending governing equations. The solution is presented
for a simply-supported boundary condition to account the influence of various important parameters such as micro length scale
parameter, in-homogeneous index and some dimensionless geometric parameters such as length to radius and length to thickness
ratios on the bending results. A comparative analysis is presented to examine the effect of order of employed shear deformation
theory on the axial and radial displacements.
