Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction tools

Detalhes bibliográficos
Autor(a) principal: Strauss, Alfred
Data de Publicação: 2021
Outros Autores: 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
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Texto Completo: https://hdl.handle.net/1822/67010
Resumo: Published online: 21 Apr 2020
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spelling Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction toolsnon-linear finite element analysesslender column elementsmodel and modelling uncertain testsround-robin modelling testsScience & TechnologyPublished online: 21 Apr 2020Non-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.This paper was partly carried out during research exchanges at TU Brno (BUT), Lehigh University (LU). The authors acknowledge also the financial support provided by the SAFEBRIDGE ATCZ190 EU Interreg project, the Scientific Grant Agency of the Ministry of Education of Slovak Republic, the Slovak Academy of Sciences VEGA No. 1/0696/14, and Slovak Research and Development Agency under the contract No. APVV-150658. The computational results presented have been achieved [in part] using the Vienna Scientific Cluster (VSC).Taylor & FrancisUniversidade do MinhoStrauss, AlfredIvankovic, Ana MandicBenko, VladimirMatos, José C.Marchand, PierreWan-Wendner, RomanGalvao, NeryvaldoOrcesi, AndreDobry, JakubDiab, Mohammad El HajjNincevic, KresimirHauser, MichaelSrbic, NIladenSkokandic, Dominik20212021-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/67010engStrauss, 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/10.1080/10168664.2020.17400691016-86641683-035010.1080/10168664.2020.1740069https://www.tandfonline.com/doi/abs/10.1080/10168664.2020.1740069info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2024-05-11T06:15:01Zoai:repositorium.sdum.uminho.pt:1822/67010Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T15:46:15.310452Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction tools
title Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction tools
spellingShingle Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction tools
Strauss, Alfred
non-linear finite element analyses
slender column elements
model and modelling uncertain tests
round-robin modelling tests
Science & Technology
title_short Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction tools
title_full Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction tools
title_fullStr Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction tools
title_full_unstemmed Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction tools
title_sort Round-Robin modelling of the load-bearing capacity of slender columns by using classical and advanced non-linear numerical and analytical prediction tools
author Strauss, Alfred
author_facet 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
author_role author
author2 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
author2_role author
author
author
author
author
author
author
author
author
author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv 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
dc.subject.por.fl_str_mv non-linear finite element analyses
slender column elements
model and modelling uncertain tests
round-robin modelling tests
Science & Technology
topic non-linear finite element analyses
slender column elements
model and modelling uncertain tests
round-robin modelling tests
Science & Technology
description Published online: 21 Apr 2020
publishDate 2021
dc.date.none.fl_str_mv 2021
2021-01-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/1822/67010
url https://hdl.handle.net/1822/67010
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 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
1016-8664
1683-0350
10.1080/10168664.2020.1740069
https://www.tandfonline.com/doi/abs/10.1080/10168664.2020.1740069
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Taylor & Francis
publisher.none.fl_str_mv Taylor & Francis
dc.source.none.fl_str_mv reponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron:RCAAP
instname_str FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron_str RCAAP
institution RCAAP
reponame_str Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
collection Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
repository.name.fl_str_mv Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
repository.mail.fl_str_mv info@rcaap.pt
_version_ 1833595529794158592

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