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Buckling Analysis of FG Porous Truncated Conical Shells Resting on Elastic Foundations in the Framework of the Shear Deformation Theory

In this article, an analytical method is proposed to analyze of the linear buckling behavior of the FG porous truncated conical shells subjected to a uniform axial compressive load and resting on the Pasternak elastic foundation. The material properties including Young's modulus, shear modulus...

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Main Authors: Le, Kha Hoa, Bui, Gia Phi, Do, Quang Chan, Dang, Van Hieu
Format: Bài trích
Language:English
Published: Global Science Press 2022
Subjects:
Buckling
Truncated conical shells
Online Access:https://global-sci.org/intro/article_detail/aamm/19983.html
https://dlib.phenikaa-uni.edu.vn/handle/PNK/5963
https://doi.org/10.4208/aamm.oa-2020-0202
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spelling oai:localhost:PNK-59632022-08-17T05:54:51Z Buckling Analysis of FG Porous Truncated Conical Shells Resting on Elastic Foundations in the Framework of the Shear Deformation Theory Le, Kha Hoa Bui, Gia Phi Do, Quang Chan Dang, Van Hieu Buckling Truncated conical shells In this article, an analytical method is proposed to analyze of the linear buckling behavior of the FG porous truncated conical shells subjected to a uniform axial compressive load and resting on the Pasternak elastic foundation. The material properties including Young's modulus, shear modulus and density are assumed to vary in the thickness direction. Three types of FG porous distributions including symmetric porosity distribution, non-symmetric porosity and uniform porosity distribution are considered. The governing equations of the FG porous truncated conical shells are obtained by using the first-order shear deformation theory (FSDT). With the help of the Galerkin method, the expressions for critical buckling loads are obtained in closed forms. The reliability of the obtained results is verified by comparing the present solutions with the published solutions. Finally, the numerical results show the effects of shell characteristics, porosity distribution, porosity coefficient, and elastic foundation on the critical buckling load. 2022-07-13T02:00:07Z 2022-07-13T02:00:07Z 2022 Bài trích https://global-sci.org/intro/article_detail/aamm/19983.html https://dlib.phenikaa-uni.edu.vn/handle/PNK/5963 https://doi.org/10.4208/aamm.oa-2020-0202 en Global Science Press
institution Digital Phenikaa
collection Digital Phenikaa
language English
topic Buckling
Truncated conical shells
spellingShingle Buckling
Truncated conical shells
Le, Kha Hoa
Bui, Gia Phi
Do, Quang Chan
Dang, Van Hieu
Buckling Analysis of FG Porous Truncated Conical Shells Resting on Elastic Foundations in the Framework of the Shear Deformation Theory
description In this article, an analytical method is proposed to analyze of the linear buckling behavior of the FG porous truncated conical shells subjected to a uniform axial compressive load and resting on the Pasternak elastic foundation. The material properties including Young's modulus, shear modulus and density are assumed to vary in the thickness direction. Three types of FG porous distributions including symmetric porosity distribution, non-symmetric porosity and uniform porosity distribution are considered. The governing equations of the FG porous truncated conical shells are obtained by using the first-order shear deformation theory (FSDT). With the help of the Galerkin method, the expressions for critical buckling loads are obtained in closed forms. The reliability of the obtained results is verified by comparing the present solutions with the published solutions. Finally, the numerical results show the effects of shell characteristics, porosity distribution, porosity coefficient, and elastic foundation on the critical buckling load.
format Bài trích
author Le, Kha Hoa
Bui, Gia Phi
Do, Quang Chan
Dang, Van Hieu
author_facet Le, Kha Hoa
Bui, Gia Phi
Do, Quang Chan
Dang, Van Hieu
author_sort Le, Kha Hoa
title Buckling Analysis of FG Porous Truncated Conical Shells Resting on Elastic Foundations in the Framework of the Shear Deformation Theory
title_short Buckling Analysis of FG Porous Truncated Conical Shells Resting on Elastic Foundations in the Framework of the Shear Deformation Theory
title_full Buckling Analysis of FG Porous Truncated Conical Shells Resting on Elastic Foundations in the Framework of the Shear Deformation Theory
title_fullStr Buckling Analysis of FG Porous Truncated Conical Shells Resting on Elastic Foundations in the Framework of the Shear Deformation Theory
title_full_unstemmed Buckling Analysis of FG Porous Truncated Conical Shells Resting on Elastic Foundations in the Framework of the Shear Deformation Theory
title_sort buckling analysis of fg porous truncated conical shells resting on elastic foundations in the framework of the shear deformation theory
publisher Global Science Press
publishDate 2022
url https://global-sci.org/intro/article_detail/aamm/19983.html
https://dlib.phenikaa-uni.edu.vn/handle/PNK/5963
https://doi.org/10.4208/aamm.oa-2020-0202
_version_ 1751856319528173568
score 8.881002

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