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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Bibliographic Details
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:
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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