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A hybrid-stress formulation based reduced-order method using a solid-shell element for geometrically nonlinear buckling analysis

Published Online: 2024-06-20

Published Print: 2025-01

Authors

Li, Zheng

Liang, Ke
Funding

Funding for this research was provided by:

National Natural Science Foundation of China (11972300)

National Natural Science Foundation of China (12272308)

Fundamental Research Funds for the Central Universities (D5000220177)

Aeronautical Science Foundation of China (2023Z073053005)
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Text and Data Mining valid from 2024-06-20

Version of Record valid from 2024-06-20
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Article History

Received: 3 April 2024

Accepted: 26 May 2024

First Online: 20 June 2024

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