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Mostrando ítems 1-4 de 4

Effect of steel tube thickness on the behaviour of CFST columns: Experimental tests and design assessment

Ibáñez Usach, Carmen; Hernández-Figueirido, D.; Piquer, A. (Elsevier, 2021-03-01)

[EN] In this paper, the results of experimental tests conducted on concrete-filled steel tubular (CFST) columns are presented. There is currently a deficit of data available that can be used to evaluate current guidance ...
Influence of steel tube thickness and concrete strength on the axial capacity of stub CFST columns

Ibáñez Usach, Carmen; Hernández-Figueirido, David; Piquer Vicent, Ana (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] In order to study the mechanical response of concrete-filled steel tubular (CFST) columns, several experimental and theoretical studies have been conducted in the last years. However, the influence of thin-walled steel ...
Shape effect on axially loaded high strength CFST stub columns

Ibáñez Usach, Carmen; HERNÁNDEZ FIGUEIRIDO, DAVID; PIQUER VICENT, ANA (Elsevier, 2018-08)

[EN] In this paper, the results of an experimental investigation of 12 concrete-filled steel tubular (CFST) stub columns subjected to concentric loads are presented. In this program, different cross-sectional shapes are ...
Structural response of concrete-filled round-ended stub columns subjected to eccentric loads

Piquer, A.; Ibáñez Usach, Carmen; Hernández-Figueirido, D. (Elsevier, 2019-04-01)

[EN] In this paper, the results of an experimental campaign on 9 concrete-filled round-ended steel tubular (CFRT) stub beam-columns subjected to eccentric loads are presented. Different levels of load eccentricity were ...

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