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Listar por palabra clave "Shear test"

Mostrando ítems 1-6 de 6

Análisis del pretensado residual en vigas mediante el método experimental "saw-cut"

Mateu Sánchez, Juan Antonio (Universitat Politècnica de València, 2023-10-30)

[ES] Los elementos estructurales de hormigón pretensado, ya sean con armadura postesa o pretesa, arrojan en la actualidad una notable incertidumbre acerca del estado tensional real que se da en el elemento, consecuencia ...
Bond strength evaluation of the veneering-core Ceramics bonds

López-Mollá, Mª Victoria; Martínez-González, Mª Amparo; Mañes-Ferrer, José-Félix; Amigó, Vicente; Bouazza-Juanes, Kheira (Medicina Oral, 2010)

[EN] Objective: The purpose of this study was to determine whether the bond of veneering porcelain to a ceramic core in bilayered ceramics was similar to that of the metal ceramic control of well known behaviour. Study ...
Experimental study of shear strength in continuous reinforced concrete beams with and without shear reinforcement

Monserrat López, Andrea; Miguel Sosa, Pedro; Bonet Senach, José Luís; Fernández Prada, Miguel Ángel (Elsevier, 2020-10-01)

[EN] Shear strength of reinforced concrete beams has been extensively studied by many experimental campaigns conducted on simply supported beams. This situation has led to implement empirical design formulations in codes ...
Experimental tests of slender reinforced concrete columns under combined axial load and lateral force

BARRERA PUERTO, ANGELA; Bonet Senach, José Luís; Romero, Manuel L.; Miguel Sosa, Pedro (Elsevier, 2011-12)

The use of high strength concrete (HSC) in columns has become more frequent since a substantial reduction of the cross-section is obtained, meaning that slenderness increases for the same axial load and length, producing ...
Influence of the plastic hinge rotations on shear strength in continuous reinforced concrete beams with shear reinforcement

Monserrat López, Andrea; Miguel Sosa, Pedro; Bonet Senach, José Luís; Fernández Prada, Miguel Ángel (Elsevier, 2020-03-15)

[EN] Continuous reinforced concrete (RC) beams may develop significant plastic rotations to enable the redistribution of bending moments. These rotations occur at plastic hinges, which are subject to high shear forces. The ...
The bearing capacity of nordic soil

Pla Rubio, Begoña (Universitat Politècnica de València, 2015-07-14)

Consulta en la Biblioteca ETSI Industriales (Riunet)