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A nonlocal finite element model for buckling and vibration of functionally graded nanobeams
A.I. Aria,
M.I. Friswell,
Michael Friswell
Composites Part B: Engineering, Volume: 166, Pages: 233 - 246
Swansea University Author: Michael Friswell
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DOI (Published version): 10.1016/j.compositesb.2018.11.071
Abstract
In this paper, a nonlocal (strain-driven) finite element model is presented to examine the free vibration and buckling behaviour of functionally graded (FG) nanobeams on the basis of first-order shear deformation theory (FSDBT). The proposed beam element has five nodes and ten degrees of freedom. Th...
Published in: | Composites Part B: Engineering |
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ISSN: | 13598368 |
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2019
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URI: | https://cronfa.swan.ac.uk/Record/cronfa46044 |
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2019-01-14T16:33:50.8430288 v2 46044 2018-11-22 A nonlocal finite element model for buckling and vibration of functionally graded nanobeams 5894777b8f9c6e64bde3568d68078d40 Michael Friswell Michael Friswell true false 2018-11-22 FGSEN In this paper, a nonlocal (strain-driven) finite element model is presented to examine the free vibration and buckling behaviour of functionally graded (FG) nanobeams on the basis of first-order shear deformation theory (FSDBT). The proposed beam element has five nodes and ten degrees of freedom. The material properties of the FG nanobeam are assumed to vary in the thickness direction according to the power-law form. The stretching-bending coupling effect is eliminated by employing the neutral axis concept. Governing equations are deduced with the aid of Hamilton's principle. Buckling loads and natural frequencies are calculated for different nonlocal coefficients, boundary conditions (BCs), power-law indices, and span-to-depth ratios. The accuracy of the proposed element is verified by comparing with available benchmark results in the literature. Journal Article Composites Part B: Engineering 166 233 246 13598368 Functionally graded materials, Nonlocal elasticity theory, Finite element method, Free vibration, Buckling, First-order shear deformation theory 31 12 2019 2019-12-31 10.1016/j.compositesb.2018.11.071 COLLEGE NANME Science and Engineering - Faculty COLLEGE CODE FGSEN Swansea University 2019-01-14T16:33:50.8430288 2018-11-22T11:09:48.7433938 Faculty of Science and Engineering School of Engineering and Applied Sciences - Uncategorised A.I. Aria 1 M.I. Friswell 2 Michael Friswell 3 0046044-22112018111138.pdf imani2018.pdf 2018-11-22T11:11:38.9270000 Output 10760234 application/pdf Accepted Manuscript true 2019-11-20T00:00:00.0000000 true eng |
title |
A nonlocal finite element model for buckling and vibration of functionally graded nanobeams |
spellingShingle |
A nonlocal finite element model for buckling and vibration of functionally graded nanobeams Michael Friswell |
title_short |
A nonlocal finite element model for buckling and vibration of functionally graded nanobeams |
title_full |
A nonlocal finite element model for buckling and vibration of functionally graded nanobeams |
title_fullStr |
A nonlocal finite element model for buckling and vibration of functionally graded nanobeams |
title_full_unstemmed |
A nonlocal finite element model for buckling and vibration of functionally graded nanobeams |
title_sort |
A nonlocal finite element model for buckling and vibration of functionally graded nanobeams |
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5894777b8f9c6e64bde3568d68078d40 |
author_id_fullname_str_mv |
5894777b8f9c6e64bde3568d68078d40_***_Michael Friswell |
author |
Michael Friswell |
author2 |
A.I. Aria M.I. Friswell Michael Friswell |
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Journal article |
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Composites Part B: Engineering |
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166 |
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233 |
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2019 |
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10.1016/j.compositesb.2018.11.071 |
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description |
In this paper, a nonlocal (strain-driven) finite element model is presented to examine the free vibration and buckling behaviour of functionally graded (FG) nanobeams on the basis of first-order shear deformation theory (FSDBT). The proposed beam element has five nodes and ten degrees of freedom. The material properties of the FG nanobeam are assumed to vary in the thickness direction according to the power-law form. The stretching-bending coupling effect is eliminated by employing the neutral axis concept. Governing equations are deduced with the aid of Hamilton's principle. Buckling loads and natural frequencies are calculated for different nonlocal coefficients, boundary conditions (BCs), power-law indices, and span-to-depth ratios. The accuracy of the proposed element is verified by comparing with available benchmark results in the literature. |
published_date |
2019-12-31T03:57:45Z |
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1763752925028417536 |
score |
11.037319 |