Buscar en RiuNet

Listar

Todo RiuNet

Mi cuenta

Acceder

Ayuda RiuNet

Admin. UPV

Listar por autor "Cuenca Asensio, Estefanía"

Mostrando ítems 1-10 de 10

A material-performance-based database for FRC and RC elements under shear loading

Cuenca Asensio, Estefanía; Conforti, Antonio; Minelli, Fausto; Plizzari, Giovanni A.; Navarro-Gregori, Juan; Serna Ros, Pedro (Springer - RILEM Publishing, 2018)

[EN] The shear strength of elements reinforced by fibres is predicted by Codees using formulations generally developed from a limited set of test results.
An experimental study on the shear behaviour of reinforced concrete beams with macro-synthetic fibres

Ortiz-Navas, Francisco Roberto; Navarro-Gregori, Juan; Leiva Herdocia, G.; Serna Ros, Pedro; Cuenca Asensio, Estefanía (Elsevier, 2018)

[EN] Shear behaviour in reinforced concrete (RC) elements can improve with an adequate amount of fibres. Research has recently determined how fibres affect shear strength, but has barely focused on macro synthetic ...
Comportamiento a cortante de elementos constructivos fabricados con hormigón autocompactante y hormigón reforzado con fibras

Cuenca Asensio, Estefanía (Universitat Politècnica de València, 2011-10-24)

El problema que se ha tratado es el de analizar el comportamiento frente a esfuerzo cortante de elementos constructivos de hormigón autocompactante (HAC) y hormigón reforzado con fibras (HRF)
Experimental characterization of the self-healing capacity of cement based materials and its effects on the material performance: A state of the art report by COST Action SARCOS WG2

Ferrara, Liberato; Van Mullem, Tim; Alonso, Maria Cruz; Antonaci, Paola; Borg, Ruben Paul; Cuenca Asensio, Estefanía; Jefferson, Anthony; Ng, Pui-Lam; Peled, Alva; Roig-Flores, Marta; Sanchez-Moreno, M.; Schroefl, Christof; Serna Ros, Pedro; Snoeck, Didier; Tulliani, Jean Marc; De Belie, Nele (Elsevier, 2018-04-10)

[EN] Heuristically known at least since the first half of XIX century, the self-healing capacity of cement-based materials has been receiving keen attention from the civil engineering community worldwide in the last decade. ...
Failure modes and shear design of prestressed hollow core slabs made of fiber-reinforced concrete

Cuenca Asensio, Estefanía; Serna Ros, Pedro (Elsevier, 2013-02)

Hollow core slabs (HCS) are usually precast by extrusion and it is not easy to place stirrups; thus, it is difficult to guarantee shear resistance in some cases. This paper describes an experience using fiber-reinforced ...
Influence of concrete matrix and type of fiber on the shear behavior of self-compacting fiber reinforced concrete beams

Cuenca Asensio, Estefanía; Echegaray-Oviedo, J.; Serna Ros, Pedro (Elsevier, 2015)

Steel fibers are known to improve shear behavior. The Design Codes (Eurocode 2 (EC2), Spanish EHE-08, Model Code 2010 and RILEM approach) have developed formulas to calculate the fiber contribution to shear, mainly focused ...
Modified push-off test for analysing the shear behaviour of concrete cracks

Echegaray-Oviedo, Javier Andres; Navarro-Gregori, Juan; Cuenca Asensio, Estefanía; Serna Ros, Pedro (Blackwell Publishing, 2017)

[EN] A detailed methodology to perform the so-called push-off test in precracked concrete specimens is presented. The test is performed with the specimen confined in 2 stages (precracking and push-off) to control crack ...
ON SHEAR BEHAVIOR OF STRUCTURAL ELEMENTS MADE OF STEEL FIBER REINFORCED CONCRETE

Cuenca Asensio, Estefanía (Universitat Politècnica de València, 2013-01-08)
Repetitividad de la capacidad autorreparante de hormigones reforzados con fibras con aditivo cristalino

Cuenca Asensio, Estefanía; TEJEDOR LINARES, ANTONIO; FERRARA, LIBERATO (Editorial Universitat Politècnica de València, 2018-03-06)

[ES] El presente artículo analiza la repetitividad de la capacidad autorreparante del hormigón reforzado con fibras. Para llevar a cabo dicha investigación se han fabricado dos tipos de hormigón cuya única diferencia ha ...
Shear behavior of prestressed precast beams made of self-compacting fiber reinforced concrete

Cuenca Asensio, Estefanía; Serna Ros, Pedro (Elsevier, 2013-08)

Even after many years of in-depth research the shear behavior of concrete structures is still a subject for debate. Current Design Codes need to be adapted to new materials and production methods. This paper discusses some ...