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https://hdl.handle.net/1822/67010
Título: | Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction tools |
Autor(es): | Strauss, Alfred Ivankovic, Ana Mandic Benko, Vladimir Matos, José C. Marchand, Pierre Wan-Wendner, Roman Galvao, Neryvaldo Orcesi, Andre Dobry, Jakub Diab, Mohammad El Hajj Nincevic, Kresimir Hauser, Michael Srbic, NIladen Skokandic, Dominik |
Palavras-chave: | non-linear finite element analyses slender column elements model and modelling uncertain tests round-robin modelling tests |
Data: | 2021 |
Editora: | Taylor & Francis |
Revista: | Structural Engineering International |
Citação: | Strauss, A., Mandić Ivanković, A., Benko, V., Matos, J., Marchand, P., Wan-Wendner, R., … Skokandić, D. (2021). Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools. Structural Engineering International, 31(1), 118–135. https://doi.org/10.1080/10168664.2020.1740069 |
Resumo(s): | Non-linear finite element analyses have intrinsic model and user factors that influence the results of the analyses. However, non-linear finite element analysis can provide a tool to assess safety using realistic descriptions of material behaviour with actual material properties. A realistic estimation of the existing safety and capacity of slender column elements can be achieved by means of "true" material properties. Nevertheless, it seems that for some structural components, such as slender columns, non-linear finite element analyses can, due to its complexity and its various setting parameters, cause the risk of overestimating the real performance of analysed components or systems. Hence, an invited expert group has carried out an investigation into the experimental testing and the prediction of the bearing capacity of slender columns by performing independent non-linear finite element analyses in order to determine the practical applicability, and its inconsistencies, with respect to the stability failure of slender columns. This work aims the characterization of modelling uncertainties, concerning the prediction of slender columns stability when forecasted by non-linear finite element analysis. |
Tipo: | Artigo |
Descrição: | Published online: 21 Apr 2020 |
URI: | https://hdl.handle.net/1822/67010 |
DOI: | 10.1080/10168664.2020.1740069 |
ISSN: | 1016-8664 |
e-ISSN: | 1683-0350 |
Versão da editora: | https://www.tandfonline.com/doi/abs/10.1080/10168664.2020.1740069 |
Arbitragem científica: | yes |
Acesso: | Acesso aberto |
Aparece nas coleções: | ISISE - Artigos em Revistas Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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Round Robin Modelling(...).pdf | 3,27 MB | Adobe PDF | Ver/Abrir |