Local buckling of cold-formed steel trapezoidal sheets: data for finite element model validation

Data is provided from a validation example for a finite element model of a cold-formed steel trapezoidal sheet. The sheet is subjected to bending, failing due to local buckling. The numerical model and the validation procedure are carried out according to the new Eurocode 3 prEN1993-1-14 Design assi...

Descripción completa

Detalles Bibliográficos
Autores: Casafont Ribera, Miguel|||0000-0001-6167-9465, Marimon Viadiu, Frederic, Bové Tous, Oriol|||0000-0003-0006-0620, Ferrer Ballester, Miquel|||0000-0003-4814-0478, Centelles Soler, Xavier|||0000-0003-4173-4556
Tipo de recurso: artículo
Fecha de publicación:2024
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/400557
Acceso en línea:https://hdl.handle.net/2117/400557
https://dx.doi.org/10.1016/j.dib.2024.110075
Access Level:acceso abierto
Palabra clave:Building, Iron and steel
Finite element method
Cold-formed steel structures
Cold-formed steel sheeting
Finite element modelling
Construccions metàl·liques
Elements finits, Mètode dels
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
Descripción
Sumario:Data is provided from a validation example for a finite element model of a cold-formed steel trapezoidal sheet. The sheet is subjected to bending, failing due to local buckling. The numerical model and the validation procedure are carried out according to the new Eurocode 3 prEN1993-1-14 Design assisted by finite element analysis. Detailed information concerning all aspects needed to reproduce the example is included: (i) the nominal and measured values of the sheet geometry; (ii) the measured material properties of the steel; (iii) the test setup of the validation experiments; (iv) the experimental results; (v) a complete description of the finite element model and solution procedure; and (vi) the finite element results. Additionally, data related to sensitivity studies on the numerical model is also presented, including the effect of the model domain, meshing, and imperfections (shape, magnitude, direction and combinations). Overall, the article aims to provide data and guidance to designers and researchers validating similar numerical models.