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: | , , , |
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Format: | Bài trích |
Language: | English |
Published: |
Global Science Press
2022
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Subjects: | |
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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