Visualitza Departament: Enginyeria Mecànica i Construcció per autoria "16891a61-a62d-425e-875d-83f7faeff546"
Ara mostrant els elements 1-15 d 15
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Ambient and fire behavior of eccentrically loaded elliptical slender concrete-filled tubular colums
Espinós, Ana; Romero, M. L.; Portolés Flaj, Jose Manuel; Hospitaler, Antonio Elsevier (2014-09)This paper presents the results of an experimental program carried out on slender elliptical hollow section columns filled with concrete. Given the reduced number of experimental results found in the literature on concrete ... -
Circular concrete-filled dual steel columns with ultrahigh-strength concrete
Romero, M. L.; Albero, Vicente; Espinós, Ana; Hospitaler, Antonio; Pons, David; Portolés Flaj, Jose Manuel; Ibáñez Usach, Carmen Ernst und Sohn: OnlineOpen (2016)This paper presents the results of an experimental campaign in which the buckling resistance of 12 concrete-filled dual steel columns was ascertained. Whereas some papers in the literature describe investigations into ... -
Effects of axial and rotational restraints on concrete-filled tubular columns under fire
Ibáñez Usach, Carmen; Romero, M. L.; Hospitaler, Antonio Elsevier (2016-10)This paper presents a study of the effects of axial and rotational restraints on the fire response of concrete filled tubular (CFT) columns. The fiber model presented by the authors in a previous paper Ibañez et al. (2013) ... -
Experimental residual capacity of steel-reinforced concrete-filled steel tubular stub columns after fire exposure
Medall Martos, David; Ibáñez, C.; Albero, Vicente; Espinós, Ana; Romero, M. L. Elsevier (2023)Technological advances in the development of steel–concrete composite structures have led to the introduction of novel types of sections in the sought of higher load-bearing capacities. Particularly for composite columns, ... -
Fiber beam model for fire response simulation of axially loaded concrete filled tubular columns
Ibáñez Usach, Carmen; Romero, M. L.; Hospitaler, Antonio Elsevier (2013)This paper presents a fiber beam model for the fire response simulation of concrete filled tubular columns of circular section under concentric axial load. The model consists of two parallel components, one with a circular ... -
Fire design method for concrete filled tubular columns based on equivalent concrete core cross-section
Ibáñez Usach, Carmen; Aguado, José V.; Romero, M. L.; Espinós, Ana; Hospitaler, Antonio Elsevier (2015)In this work, a method for a realistic cross-sectional temperature prediction and a simplified fire design method for circular concrete filled tubular columns under axial load are presented. The generalized lack of simple ... -
Influence of Slenderness on High-Strength Rectangular Concrete-Filled Tubular Columns with Axial Load and Nonconstant Bending Moment
Hernández-Figueirido, David; Romero, M. L.; Bonet, J. L.; Montalvá Subirats, José Miguel American Society of Civil Engineers (2012)Forty-nine experimental tests were conducted on rectangular and square tubular columns filled with high-strength concrete (f'c=90 MPa) subjected to axial load and a nonconstant bending moment distribution. The test parameters ... -
Influence of Ultra-high Strength Concrete on Circular Concrete-filled Dual Steel Columns
Romero, M. L.; Ibáñez Usach, Carmen; Espinós, Ana; Portolés Flaj, Jose Manuel; Hospitaler, Antonio Elsevier (2016-07)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. In ... -
Influence of ultra-high strength infill in slender concrete-filled steel tubular columns
Portolés Flaj, Jose Manuel; Serra, E.; Romero, M. 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 ... -
Internally fire protected composite steel-concrete slim-floor beam
Albero, Vicente; Serra, E.; Espinós, Ana; Romero, M. L.; Hospitaler, Antonio Elsevier (2021-01-15)The slim-floor beam is a composite concrete-steel beam fully integrated into the floor depth that was developed at the beginning of the 1990s. This composite beam presents a very good behaviour during the fire event ... -
Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams
Espinós, Ana; Albero, Vicente; Romero, M. L.; Mund, Maximilian; Meyer, Patrick; Schaumann, Peter Korea Institute of Science and Technology Information (2019)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 columns ... -
Post-heating response of concrete-filled steel tubular columns under sustained loads
Ibáñez Usach, Carmen; Bisby, L.; Rush, D.; Romero, M.L.; Hospitaler, Antonio Elsevier (2019-04-29)Concrete-filled steel tubular (CFST) columns can generally be expected to better resist elevated temperatures as compared to unfilled steel hollow sections, whose evaluation after a fire is limited by the resulting ... -
Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire
Romero, M. L.; Espinós, Ana; Portolés Flaj, Jose Manuel; Hospitaler, Antonio; Ibáñez Usach, Carmen Elsevier (2015)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 ... -
Ultimate capacity od rectangular concrete-filled steel tubular columns under unequal load eccentricities
Hernández-Figueirido, David; Romero, M. L.; Bonet, J. L.; Montalvá Subirats, José Miguel Elsevier (2012-01)The paper describes 36 experimental tests conducted on rectangular and square tubular columns filled with normal and high strength concrete and subjected to a non-constant bending moment distribution with respect to the ... -
Ultra-high Strength Concrete on Eccentrically Loaded Slender Circular Concrete-filled Dual Steel Columns
Ibáñez Usach, Carmen; Romero, M. L.; Espinós, Ana; Portolés Flaj, Jose Manuel; Albero, Vicente Elsevier (2017)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 to ...