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Listar por autor "Albero Gabarda, Vicente"

Mostrando ítems 1-20 de 35

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A 3D finite element model for predicting the fire behavior of hollow-core slabs

Aguado, J.V.; Albero Gabarda, Vicente; Espinós Capilla, Ana; Hospitaler Pérez, Antonio; Romero, Manuel L. (Elsevier, 2015-12-09)

Servicios adicionales en SFX(opens in a new window)|View at Publisher| Export | Download | Add to List | More... Engineering Structures Volume 108, February 01, 2016, Pages 12-27 A 3D finite element model for ...
Additional fire exposure time for the effect of spalling in reinforced concrete columns

Peña, D. L.; Ibáñez, Carmen; ALBERO GABARDA, VICENTE; Hospitaler Pérez, Antonio (Springer-Verlag, 2023-04-21)

[EN] Concrete exposed to fire can experience spalling when the pore pressure increases due to water evaporation resulting in damage to part of the concrete cross-section which causes the loss of the initial cross-sectional ...
Advanced materials for concrete-filled tubular columns and connections

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 ...
Análisis experimental del comportamiento frente a altas temperaturas de vigas planas mixtas de acero-hormigón con materiales avanzados

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 ...
Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads

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

[EN] In this paper an experimental program on concrete-filled steel tubular columns subjected to eccentric loads is presented. The columns have different cross-sectional configurations, including single concrete-filled ...
Circular concrete-filled dual steel columns with ultrahigh-strength concrete

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 ...
Desarrollo de un modelo semiempírico para el dimensionado de pilares rectangulares de hormigón armado en situación accidental de incendio

Peña Mansilla, David Leonardo (Universitat Politècnica de València, 2023-02-24)

[ES] El hormigón es un material excelente para usar en proyectos estructurales por varias razones, siendo una de ellas su buen comportamiento en caso de incendio, debido a su incombustibilidad y baja difusividad térmica. ...
Estudio del comportamiento termo-mecánico seccional de columnas rectangulares de hormigón armado sometidas a la acción del fuego. Flexo-compresión recta y esviada

Peña Mansilla, David Leonardo (Universitat Politècnica de València, 2018-10-16)

En el presente trabajo final de máster (TFM), se estudiará el comportamiento de columnas de sección rectangular de hormigón armado ante la acción accidental del fuego. Específicamente se estudiará este tipo de sección y ...
Experimental analysis on circular concrete-filled steel tubular beam-columns under unequal load eccentricities

ALBERO GABARDA, VICENTE; Ibáñez, Carmen; Hernández-Figueirido, D.; Piquer, A. (Elsevier, 2022-05-15)

[EN] This paper presents eight experimental tests on circular concrete-filled steel tubular (CFST) beam-columns loaded under unequal eccentricities at both ends. This loading scheme has not been widely studied yet in ...
Experimental residual capacity of steel-reinforced concrete-filled steel tubular stub columns after fire exposure

Medall-Martos, David; Ibáñez, Carmen; ALBERO GABARDA, VICENTE; Espinós Capilla, Ana; Romero, Manuel L. (Elsevier, 2023-08)

[EN] 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 ...
Fire design of slim-floor beams

Romero, Manuel L.; Albero Gabarda, Vicente; Espinós Capilla, Ana; Hospitaler Pérez, Antonio (John Wiley & Sons, 2019)

[DE] Die Slim-Floor-Bauweise ist eine erprobte und wirtschaftliche Lösung. Sie ermöglicht unter anderem eine erhebliche Reduzierung der Deckenstärke und wird zunehmend in Industrieund Gewerbegebäuden eingesetzt. Darüber ...
Innovative solutions for enhancing the fire resistance of slim-floor beams: Thermal experiments

ALBERO GABARDA, VICENTE; Serra Mercé, Enrique; Espinós Capilla, Ana; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2020-02)

[EN] Slim-floor beams have attracted the attention of designers in the last decades, owing to their ability for supporting intermediate loads without increasing the floor thickness. However, the behaviour of this type of ...
Interaction diagram based method for fire resistance design of eccentrically loaded concrete-filled steel tubular columns

Albero Gabarda, Vicente; Espinós Capilla, Ana; Romero, Manuel L.; Wang, Y.C.; Renaud, Christophe; Schaumann, P.; Nigro, E. (Elsevier, 2018-09)

[EN] Previous investigations have highlighted that the current design method in Annex H of EN 1994-1-2 for the calculation of fire resistance of slender concrete-filled steel tubular (CFST) columns was unsafe, which led ...
Internally fire protected composite steel-concrete slim-floor beam

ALBERO GABARDA, VICENTE; Serra Mercé, Enrique; Espinós Capilla, Ana; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2021-01-15)

[EN] 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 ...
Modelo numérico bidimensional para la evaluación del comportamiento térmico de columnas tubulares de acero rellenas de hormigón con perfiles embebidos en situación de incendio

Medall-Martos, David; Espinós Capilla, Ana; ALBERO GABARDA, VICENTE; Ibáñez, Carmen; Romero, Manuel L. (International Center for Numerical Methods in Engineering (CIMNE), 2022-09-14)

[ES] Cada vez es más común el uso de columnas mixtas de acero-hormigón en edificación, debido a las importantes reducciones de sección que permiten. En los últimos años, se han realizado numerosas investigaciones en la ...
Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams

Espinós Capilla, Ana; ALBERO GABARDA, VICENTE; Romero, Manuel L.; Mund, M.; Meyer, P.; Schaumann, P. (Techno-Press, 2019-08-25)

[EN] 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 ...
Numerical investigation on the thermal behaviour of steel-reinforced CFST columns in fire

Medall-Martos, David; Espinós Capilla, Ana; ALBERO GABARDA, VICENTE; Ibáñez, Carmen; Romero, Manuel L. (Ernst und Sohn, 2022-09-16)

[EN] In previous research, the authors highlighted the limited fire resistance of slender concrete-filled steel tubular (CFST) columns. A possible solution for enhancing the fire resistance of such columns consists of ...
Numerical study on axially loaded ultra-high strength concrete-filled dual steel columns

Pons Aliaga, David; Espinós Capilla, Ana; Albero Gabarda, Vicente; Romero, Manuel L. (Techno-Press, 2018)

[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 ...
Numerical study on the flexural behaviour of slim-floor beams with hollow core slabs at elevated temperature

Albero Gabarda, Vicente; Espinós Capilla, Ana; Serra Mercé, Enrique; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2019)

[EN] Slim-floor beams are a novel typology of steel beams where the steel profile is fully embedded within the concrete floor depth. While the use of this system is increasing fast in the construction practice, the available ...
Optimal design of prestressed concrete hollow core slabs taking into account its fire resistance

Albero Gabarda, Vicente; Saura Arnau, Héctor; Hospitaler Pérez, Antonio; Montalva Subirats, José Miguel; Romero, Manuel L. (Elsevier, 2018)

[EN] Prestressed hollow core slabs are a concrete element widely used as construction floor product, which manufacturing process has greatly been improved in recent years. Several research studies focused on hollow core ...