Experimental study of shear capacity of reinforced concrete slabs

Eva Lantsoght, Cor Van Der Veen, Joost Walraven

Producción científica: Capítulo del libro/informe/acta de congresoContribución a la conferenciarevisión exhaustiva

7 Citas (Scopus)

Resumen

When assessing the capacity of existing reinforced concrete slab bridges under the increased traffic loads prescribed in the current codes, shear may become the critical failure mode. To better evaluate the shear capacity of reinforced concrete slab bridges, a series of experiments is carried out on continuous one-way slabs loaded close to the support. Eight continuous slabs of 5m × 2,5m × 0,3m are tested. The loading position is taken at different a/d ratios. Six slabs with a standard concrete mixture and two slabs with a higher strength concrete are tested. The influence of the loading history, the shear span to depth ratio and the concrete compressive strength is discussed. Conclusions on the influence of these parameters on the one-way shear capacity of reinforced concrete slabs are drawn.

Idioma originalInglés
Título de la publicación alojadaStructures Congress 2011 - Proceedings of the 2011 Structures Congress
Páginas152-163
Número de páginas12
DOI
EstadoPublicada - 2011
Publicado de forma externa
EventoStructures Congress 2011 - Las Vegas, NV, Estados Unidos
Duración: 14 abr. 201116 abr. 2011

Serie de la publicación

NombreStructures Congress 2011 - Proceedings of the 2011 Structures Congress

Conferencia

ConferenciaStructures Congress 2011
País/TerritorioEstados Unidos
CiudadLas Vegas, NV
Período14/04/1116/04/11

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