Effect of rib profile on critical buckling pressure of ring-stiffened composite shells under hydrostatic pressure-Reference-Cited by-同舟云学术

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Effect of rib profile on critical buckling pressure of ring-stiffened composite shells under hydrostatic pressure

Published:2024-08-02 Issue: Volume: Page:1-11
ISSN:1744-5302
Container-title:Ships and Offshore Structures
language:en
Short-container-title:Ships and Offshore Structures

Author:

Zhang Xinhu¹^ORCID,Lu Han¹,Guedes Soares C.²,Chen Zhiwei³,Pan Guang¹

Affiliation:

1. School of Marine Science and Technology, Northwestern Polytechnical University, Xi’an, People’s Republic of China

2. Centre for Marine Technology and Ocean Engineering (CENTEC), Instituto Superior Técnico, Universidade de Lisboa, Lisbon, Portugal

3. Unmanned System Research Institute, Northwestern Polytechnical University, Xi’an, People’s Republic of China

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Fundamental Research Funds for the Central Universities

Strategic Research Plan of the Centre for Marine Technology and Ocean Engineering

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/17445302.2024.2386879

Reference27 articles.

1. ABAQUS. 2017. Analysis User Guide Version 6.14. Hibbit. RI, USA: Karlsson and Sorensen, Inc.

2. Nonlinear energy sink-based study on vortex-induced vibration and control of foil-cylinder coupled structure;Chen D;Ocean Eng,2023

3. Composite cylinders for deep sea applications: An overview;Davies P;J Pressure Vessel Technol Trans ASME,2016

4. Buckling behaviour of composite shells

5. Multi-step buckling optimization analysis of stiffened and unstiffened polymer matrix composite shells: A new experimentally validated method;Ghasemi AR;Compos Struct,2021

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