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Numerical study on axially loaded ultra-high strength concrete-filled dual steel columns

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Numerical study on axially loaded ultra-high strength concrete-filled dual steel columns

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Pons Aliaga, D.; Espinós Capilla, A.; Albero Gabarda, V.; Romero, ML. (2018). Numerical study on axially loaded ultra-high strength concrete-filled dual steel columns. Steel and Composite Structures. 26(6):705-717. https://doi.org/10.12989/scs.2018.26.6.705

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/117874

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Title: Numerical study on axially loaded ultra-high strength concrete-filled dual steel columns
Author: Pons Aliaga, David Espinós Capilla, Ana Albero Gabarda, Vicente Romero, Manuel L.
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] This paper presents a numerical investigation on the mechanical performance of concrete-filled dual steel tubular columns of circular section subjected to concentric axial load. A three-dimensional numerical model is ...[+]
Subjects: Finite element model , Concrete-filled dual steel tubular columns , Ultra-high strength concrete , Slender columns
Copyrigths: Cerrado
Source:
Steel and Composite Structures. (issn: 1229-9367 )
DOI: 10.12989/scs.2018.26.6.705
Publisher:
Techno-Press
Publisher version: https://doi.org/10.12989/scs.2018.26.6.705
Project ID:
GV/GV/2017/026
Thanks:
The authors would like to express their sincere gratitude to the "Conselleriad' Educacio, Investigacio, Cultura i Esport" of the Valencian Community (Spain) for the help provided through the project GV/2017/026.
Type: Artículo

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