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One-dimensional finite element model based on a higher-order framework for efficient post-buckling analysis of stiffened cylindrical structures

Published Online: 2025-10-01

Published Print: 2025-12

Authors

Mir, Omid https://orcid.org/0009-0007-2734-8030
Farrokh, Mojtaba https://orcid.org/0000-0003-2811-8310
Carrera, Erasmo https://orcid.org/0000-0002-6911-7763
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Text and Data Mining valid from 2025-10-01

Version of Record valid from 2025-10-01
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Article History

Received: 10 May 2025

Accepted: 17 September 2025

First Online: 1 October 2025

Declarations

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: The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper. The authors declare no competing interests.

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