Axial and Shear Buckling Analysis of Multiscale FGM Carbon Nanotube Plates Using the MTSDT Model: A Numerical Approach
Artykuł w czasopiśmie
MNiSW
140
Lista 2021
Status: | |
Autorzy: | Kumar Ravi, Kumar Ajay, Szafraniec Małgorzata, Barnat-Hunek Danuta, Styczeń Joanna |
Dyscypliny: | |
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Rok wydania: | 2022 |
Wersja dokumentu: | Drukowana | Elektroniczna |
Język: | angielski |
Numer czasopisma: | 7 |
Wolumen/Tom: | 15 |
Numer artykułu: | 2401 |
Strony: | 1 - 25 |
Impact Factor: | 3,4 |
Web of Science® Times Cited: | 3 |
Scopus® Cytowania: | 4 |
Bazy: | Web of Science | Scopus |
Efekt badań statutowych | NIE |
Finansowanie: | This work was financially supported by the Ministry of Education and Science, Poland, with the grant number: Szkoła Doktorska—Grant—Małgorzata Szafraniec, FD-20/IL-4/003 and FD-20/IL-4/050. |
Materiał konferencyjny: | NIE |
Publikacja OA: | TAK |
Licencja: | |
Sposób udostępnienia: | Witryna wydawcy |
Wersja tekstu: | Ostateczna wersja opublikowana |
Czas opublikowania: | W momencie opublikowania |
Data opublikowania w OA: | 24 marca 2022 |
Abstrakty: | angielski |
The present paper investigates the axial and shear buckling analysis of a carbon nanotube (CNT)-reinforced multiscale functionally graded material (FGM) plate. Modified third-order deformation theory (MTSDT) with transverse displacement variation is used. CNT materials are assumed to be uniformly distributed, and ceramic fibers are graded according to a power-law distribution of the volume fraction of the constituents. The effective material properties are obtained using the Halpin–Tsai equation and Voigt rule of the mixture approach. A MATLAB code is developed using nine noded iso-parametric elements containing 13 nodal unknowns at each node. The shear correction factor is eliminated in the present model, and top and bottom transverse shear stresses are imposed null to derive higher-order unknowns. Comparisons of the present results with those available in the literature confirm the accuracy of the existing model. The effects of material components, plate sizes, loading types, and boundary conditions on the critical buckling load are investigated. For the first time, the critical buckling loads of CNT-reinforced multiscale FGM rectangular plates with diverse boundary conditions are given, and they can be used as future references. |