One-way slabs subjected to combination of loads failing in shear

Eva O.L. Lantsoght, Cor Van Der Veen, Ane De Boer, Joost C. Walraven

Producción científica: Contribución a una revistaArtículorevisión exhaustiva

24 Citas (Scopus)

Resumen

Previous experimental research indicated an increased shear capacity for slabs under concentrated loads as compared to beams. Expressions have been derived for this increase, including the definition of an appropriate effective width. It is unknown, however, if the uniformly distributed loads on solid slab bridges - for example, due to dead loads - acting over the full width, can be combined with the effects of concentrated loads, acting only over the associated effective width at the support. To study this problem, additional experiments have been carried out. In these experiments, a combination of loads consisting of a concentrated load close to the support and a line load over the full slab width are applied. The experimental results prove that the superposition principle gives conservative results for combinations of concentrated loads and distributed loads.

Idioma originalInglés
Páginas (desde-hasta)419-428
Número de páginas10
PublicaciónACI Structural Journal
Volumen112
N.º4
DOI
EstadoPublicada - 1 jul. 2015

Huella

Profundice en los temas de investigación de 'One-way slabs subjected to combination of loads failing in shear'. En conjunto forman una huella única.

Citar esto