Articles | Volume 8, issue 1
https://doi.org/10.5194/wes-8-109-2023
https://doi.org/10.5194/wes-8-109-2023
Research article
 | 
16 Jan 2023
Research article |  | 16 Jan 2023

A correction method for large deflections of cantilever beams with a modal approach

Ozan Gözcü, Emre Barlas, and Suguang Dou

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Latest update: 01 Apr 2025
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Short summary
This study proposes a fast correction method for modal-based reduced-order models to account for geometric nonlinearities linked to large bending deflections in cantilever beam-like engineering structures. The large deflections cause secondary motions such as axial and torsional motions when the structures go through bending deflections. The method relies on pre-computed correction terms and thus adds negligibly small extra computational cost to the time domain analyses of the dynamic response.
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