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Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams

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Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams

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Espinós Capilla, A.; Albero Gabarda, V.; Romero, ML.; Mund, M.; Meyer, P.; Schaumann, P. (2019). Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams. Steel and Composite Structures. 32(4):521-536. https://doi.org/10.12989/scs.2019.32.4.521

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/145858

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Title: Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams
Author: Espinós Capilla, Ana ALBERO GABARDA, VICENTE Romero, Manuel L. Mund, M. Meyer, P. Schaumann, P.
UPV Unit: Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
Issued date:
Abstract:
[EN] The mechanical response of concrete-filled steel tubular (CFST) columns subjected to pure compression or uniaxial bending was studied in depth over the last decades. However, the available research results on CFST ...[+]
Subjects: Biaxial bending , Non-constant bending moment , Concrete-filled steel tubular columns , Finite element analysis , Parametric studies , Eurocode 4
Copyrigths: Cerrado
Source:
Steel and Composite Structures. (issn: 1229-9367 )
DOI: 10.12989/scs.2019.32.4.521
Publisher:
Techno-Press
Publisher version: https://doi.org/10.12989/scs.2019.32.4.521
Thanks:
The authors gratefully acknowledge "Conselleria d Educacio, Investigacio, Cultura i Esport" of the Valencian Community (Spain) for funding the project GV/2017/026. The authors would also like to thank Leibniz Universitat ...[+]
Type: Artículo

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