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Path following using velocity-based approach in quasi-static analysis
ID Kusuma Chandrashekhara, Sudhanva (Author), ID Zupan, Dejan (Author)

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Abstract
In the present work, we propose a novel implementation of arc-length method for the computation of equilibrium paths for frame-like structures. We exploit the advantages of velocity-based beam formulations and adapt it to quasi-static analysis with path following control. We show that such formulation allows the arc-length control constraint equation to be directly employed in its originally defined differential form, while the arc-length parameter is replaced by time in our adaptation. This simplifies the treatment of the extended system of equations and its solution procedure. Our approach also enables the rotational degrees of freedom to be members of control parameters. The ability of the proposed method to successfully and efficiently compute complex equilibrium paths in post-buckling regime is demonstrated by several numerical examples.

Language:English
Keywords:nonlinear beams, three-dimensional rotations, post-buckling, arc-length method, critical points
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publication status:Published
Publication version:Version of Record
Year:2023
Number of pages:15 str.
Numbering:Vol. 275, art. 112292
PID:20.500.12556/RUL-146659 This link opens in a new window
UDC:624.04:624.072
ISSN on article:0020-7683
DOI:10.1016/j.ijsolstr.2023.112292 This link opens in a new window
COBISS.SI-ID:154531075 This link opens in a new window
Publication date in RUL:05.06.2023
Views:1416
Downloads:103
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Record is a part of a journal

Title:International journal of solids and structures
Shortened title:Int. j. solids struct.
Publisher:Pergamon Press
ISSN:0020-7683
COBISS.SI-ID:997903 This link opens in a new window

Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.

Secondary language

Language:Slovenian
Keywords:nelinearni nosilci, prostorske rotacije, obnašanje po uklonu, metoda ločne dolžine, kritične točke

Projects

Funder:EC - European Commission
Funding programme:H2020
Project number:860124
Name:Joint Training on Numerical Modelling of Highly Flexible Structures for Industrial Applications
Acronym:THREAD

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