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Engineering Structures
Volume 108, February 01, 2016, Pages 12-27
A 3D finite element model for ...
Lacuesta Carrión, César Damián; Romero García, Manuel Luis; Lapuebla-Ferri, Andrés; Adam Martínez, José Miguel(Editorial Universitat Politècnica de València, 2018-06-05)
[EN] In this work, a non-linear 3D numerical model to study concrete-filled tubular (CFST) columns is presented. The numerical model is capable to consider the passive confinement that occurs in the concrete core of CFST ...
Espinós Capilla, Ana; Romero García, Manuel Luis; Hospitaler Pérez, Antonio; Pascual Pastor, Ana María; Albero Gabarda, Vicente(Elsevier, 2015)
[EN] The advantages of concrete-filled steel tubular (CFST) columns are well known at room and elevated temperatures, however, beyond a certain slenderness their load-bearing capacity starts to decrease. Besides, blind-bolts ...
Espinós Capilla, Ana; Romero, Manuel L.; Hospitaler Pérez, Antonio(Elsevier, 2010-08)
In this work, a nonlinear finite element three-dimensional model is presented and validated in order to study the behaviour of axially loaded concrete filled tubular (CFT) columns with circular cross-section exposed to ...
Espinós Capilla, Ana; Romero, Manuel L.; Portolés Flag, Jose Manuel; Hospitaler Pérez, 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 ...
Ibáñez, Carmen; Bisby, Luke; Rush, David; Romero, Manuel L.; Hospitaler, Antonio(Editorial Universitat Politècnica de València, 2018-06-05)
[EN] Concrete filled steel tubular (CFST) columns have a high probability to resist high temperatures compared to steel structures, whose evaluation after a fire is limited by the resulting deformation. A better understanding ...
Díaz Comino, Daniel(Universitat Politècnica de València, 2016-11-07)
[ES] Un incendio, es una ocurrencia de fuego no controlada que en ocasiones puede ser devastador y repercutir
en innumerables pérdidas y riesgo para las personas, por esto es importante que la instalación de protección
contra ...
MOLINER BESALDUCH, VICENTE(Editorial Universitat Politècnica de València, 2014-02-04)
En los últimos tiempos, el empleo de perfiles tubulares de acero rellenos de
hormigón ha experimentado un notable incremento debido a su buen
comportamiento, por una parte, estructural, al combinar el efecto del hormigón ...
Ortega Latorre, Javier(Universitat Politècnica de València, 2015-07-27)
[EN] This Master's Thesis aims to address the behaviors of hollow core precast concrete made with different
reinforcement arrangement, although similar mechanical level and ultimate bending moment at room
temperature, ...
Serra Mercé, Enrique(Universitat Politècnica de València, 2021-11-04)
[EN] Composite steel-concrete beams embedded in the slab (slim-floor) are being increasingly used worldwide in new residential industrial and commercial building projects, as well as in unique infrastructures. However, the ...
Martínez Rodrigo, María de los Dolores(Editorial Universitat Politècnica de València, 2009-04-02)
En el marco de esta Tesis Doctoral se investiga el problema de vibraciones verticales excesivas que pueden experimentar algunos puentes de ferrocarril de luces medias-cortas debido a la aparición de fenómenos de resonancia. ...
Pascual Pastor, Ana María(Universitat Politècnica de València, 2013-03-05)
[ES] Es una revisión del estado del arte de las uniones entre pilar tubular de acero relleno de hormigón con
vigas de sección en I. Aborda su modelización numérica y el cálculo mediante el método de los
componentes, ...
Jordán Ribes, Pablo(Universitat Politècnica de València, 2015-05-12)
[ES] 22(E) Aplicar los conocimientos de ingeniería mecánica y resistencia de materiales al diseño de estructuras y construcciones industriales.
27(E) Asesorar y realizar actividades que impliquen la realización de cálculos, ...
[EN] Demountable shear connectors are a key component of reusable structural systems. The intention behind the development of these systems is substituting, or at least providing a valid alternative to the widely utilized ...
Previous investigations have revealed the unsafety of the current calculation methods in Eurocode 4 for evaluating the fire resistance of concrete-filled steel tubular (CFST) columns, which has given place to a movement ...
Romero, Manuel L.; Albero Gabarda, Vicente; Espinós Capilla, Ana; Hospitaler Pérez, Antonio; Pons Aliaga, David; Portolés, José M.; Ibáñez Usach, Carmen(Ernst und Sohn, 2016-11-11)
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 ...
[EN] In this paper, the behaviour of slender axially loaded square and circular CFT columns
exposed to fire is modelled using the finite element analysis package ABAQUS. A
realistic sequentially coupled nonlinear ...
Miguel Sosa, Pedro; Martí Vargas, José Rocío; Fernández Prada, Miguel Ángel; Castro-Bugallo, M Carmen; Bonet Senach, José Luís; Serna Ros, Pedro; Romero, Manuel L.(Elsevier, 2004-01-05)
[EN] In this paper the prototype designed for the research project about the analysis of the anchorage-joint system behaviour in D regions which is being developed in the Dept. of Construction Engineering and Civil Engineer ...
Torres Castells, Alejandro(Universitat Politècnica de València, 2023-09-29)
[ES] El objetivo principal de este Trabajo Fin de Máster es el diseño y cálculo de la estructura portante de
un aparcamiento abierto de una planta destinado al estacionamiento de vehículos en altura. La
estructura portante ...