Size-dependent buckling analysis of non-prismatic Timoshenko nanobeams made of FGMs rested on Winkler foundation
In this article, the buckling behavior of tapered Timoshenko nanobeams made of axially functionally graded (AFG) materials resting on Winkler type elastic foundation is perused. It is supposed that material properties of the AFG nanobeam vary continuously along the beam’s length according to the pow...
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| Format: | Article |
| Language: | English |
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K. N. Toosi University of Technology
2018-11-01
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| Series: | Numerical Methods in Civil Engineering |
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| Online Access: | https://nmce.kntu.ac.ir/article_160465_11a07a3712bf5eaaf82bd247fe594afb.pdf |
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| author | M. Soltani A. Gholamizadeh |
| author_facet | M. Soltani A. Gholamizadeh |
| author_sort | M. Soltani |
| collection | DOAJ |
| description | In this article, the buckling behavior of tapered Timoshenko nanobeams made of axially functionally graded (AFG) materials resting on Winkler type elastic foundation is perused. It is supposed that material properties of the AFG nanobeam vary continuously along the beam’s length according to the power-law distribution. The nonlocal elasticity theory of Eringen is employed to contemplate the small size effects. Based on the first-order shear deformation theory, the system of nonlocal equilibrium equations in terms of vertical and rotation displacements are derived using the principle of total potential energy. To acquire the nonlocal buckling loads, the differential quadrature method is used in the solution of the resulting coupled differential equations. Eventually, an exhaustive numerical example is carried out for simply supported end conditions to investigate the influences of significant parameters such as power-law index, tapering ratio, Winkler parameter, aspect ratio, and nonlocal parameter on the buckling capacity of AFG Timoshenko nanobeams with varying cross-section supported by uniform elastic foundation. |
| format | Article |
| id | doaj-art-d0a7267c8c2c40189f2db4795e917d5c |
| institution | Kabale University |
| issn | 2345-4296 2783-3941 |
| language | English |
| publishDate | 2018-11-01 |
| publisher | K. N. Toosi University of Technology |
| record_format | Article |
| series | Numerical Methods in Civil Engineering |
| spelling | doaj-art-d0a7267c8c2c40189f2db4795e917d5c2024-12-20T08:35:36ZengK. N. Toosi University of TechnologyNumerical Methods in Civil Engineering2345-42962783-39412018-11-0132354610.29252/nmce.3.2.35160465Size-dependent buckling analysis of non-prismatic Timoshenko nanobeams made of FGMs rested on Winkler foundationM. Soltani0A. Gholamizadeh1Assistant Professor, Department of civil engineering, University of Kashan, Kashan, Iran.MSc Student in Structural Engineering, Department of Civil Engineering, Faculty of Engineering, Shahr-e-Qods Branch, Islamic Azad University.In this article, the buckling behavior of tapered Timoshenko nanobeams made of axially functionally graded (AFG) materials resting on Winkler type elastic foundation is perused. It is supposed that material properties of the AFG nanobeam vary continuously along the beam’s length according to the power-law distribution. The nonlocal elasticity theory of Eringen is employed to contemplate the small size effects. Based on the first-order shear deformation theory, the system of nonlocal equilibrium equations in terms of vertical and rotation displacements are derived using the principle of total potential energy. To acquire the nonlocal buckling loads, the differential quadrature method is used in the solution of the resulting coupled differential equations. Eventually, an exhaustive numerical example is carried out for simply supported end conditions to investigate the influences of significant parameters such as power-law index, tapering ratio, Winkler parameter, aspect ratio, and nonlocal parameter on the buckling capacity of AFG Timoshenko nanobeams with varying cross-section supported by uniform elastic foundation.https://nmce.kntu.ac.ir/article_160465_11a07a3712bf5eaaf82bd247fe594afb.pdfstability analysisfirst-order shear deformation theorynonlocal parameterfunctionally graded materialselastic foundation |
| spellingShingle | M. Soltani A. Gholamizadeh Size-dependent buckling analysis of non-prismatic Timoshenko nanobeams made of FGMs rested on Winkler foundation Numerical Methods in Civil Engineering stability analysis first-order shear deformation theory nonlocal parameter functionally graded materials elastic foundation |
| title | Size-dependent buckling analysis of non-prismatic Timoshenko nanobeams made of FGMs rested on Winkler foundation |
| title_full | Size-dependent buckling analysis of non-prismatic Timoshenko nanobeams made of FGMs rested on Winkler foundation |
| title_fullStr | Size-dependent buckling analysis of non-prismatic Timoshenko nanobeams made of FGMs rested on Winkler foundation |
| title_full_unstemmed | Size-dependent buckling analysis of non-prismatic Timoshenko nanobeams made of FGMs rested on Winkler foundation |
| title_short | Size-dependent buckling analysis of non-prismatic Timoshenko nanobeams made of FGMs rested on Winkler foundation |
| title_sort | size dependent buckling analysis of non prismatic timoshenko nanobeams made of fgms rested on winkler foundation |
| topic | stability analysis first-order shear deformation theory nonlocal parameter functionally graded materials elastic foundation |
| url | https://nmce.kntu.ac.ir/article_160465_11a07a3712bf5eaaf82bd247fe594afb.pdf |
| work_keys_str_mv | AT msoltani sizedependentbucklinganalysisofnonprismatictimoshenkonanobeamsmadeoffgmsrestedonwinklerfoundation AT agholamizadeh sizedependentbucklinganalysisofnonprismatictimoshenkonanobeamsmadeoffgmsrestedonwinklerfoundation |