Romero, Manuel L.; Ibáñez Usach, Carmen; Espinós Capilla, Ana; Portolés, José M.; Hospitaler Pérez, Antonio(Elsevier, 2017)
[EN] This paper presents the results of an experimental program where the load-bearing capacity at room temperature of 14 slender circular concrete-filled dual steel tubular (CFDST) columns under axial load was analysed. ...
Portoles Flaj, José Manuel; Serra Mercé, Enrique; Romero, Manuel L.(Elsevier, 2013-07)
This paper describes 24 tests conducted on slender circular tubular columns filled with normal, high, and ultra-high strength concrete for plain, bar reinforced and steel fiber reinforced columns. These were reinforced and ...
[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 ...
Romero, Manuel L.; Espinós Capilla, Ana; Portoles Flaj, José Manuel; Hospitaler Pérez, Antonio; Ibáñez Usach, Carmen(Elsevier, 2015-09-15)
This paper presents the results of an experimental campaign where both the room temperature and the fire resistance of six double-tube concrete filled steel tubular slender columns with different combinations of concrete ...
Ibáñez Usach, Carmen; Romero, Manuel L.; Espinós Capilla, Ana; Portolés, José M.; Albero Gabarda, Vicente(Elsevier, 2017)
[EN] This paper presents an experimental study which was undertaken to investigate the effect of ultra-high strength concrete (UHSC) on the mechanical response of concrete-filled dual steel tubular columns (CFDST) subjected ...