A platform for research: civil engineering, architecture and urbanism
Flexible Shear Connectors for Railway Composite Girder Bridges
In continuous girder bridges a large negative moment occurs in regions over the intermediate piers. In order to prevent cracks in the concrete slab, the authors have developed special connectors, which are flexible enough to transmit little shearing force, enduring many cycles of deformation. They have already been applied to actual railway composite girder bridges without troubles. It was analyzed how the length of zone provided with the flexible connectors influences the characteristics of structure.
Flexible Shear Connectors for Railway Composite Girder Bridges
In continuous girder bridges a large negative moment occurs in regions over the intermediate piers. In order to prevent cracks in the concrete slab, the authors have developed special connectors, which are flexible enough to transmit little shearing force, enduring many cycles of deformation. They have already been applied to actual railway composite girder bridges without troubles. It was analyzed how the length of zone provided with the flexible connectors influences the characteristics of structure.
Flexible Shear Connectors for Railway Composite Girder Bridges
Abe, Hidehiko (author) / Hosaka, Tetsuya (author)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
2002-05-22
Conference paper
Electronic Resource
English
Flexible Shear Connectors for Railway Composite Girder Bridges
British Library Conference Proceedings | 2002
|Flexible Shear Connectors for Railway Composite Girder Bridges
British Library Conference Proceedings | 2002
|Bearing Capacity of Perfobond Rib Shear Connectors in Composite Girder Bridges
British Library Online Contents | 2016
|Bearing Capacity of Perfobond Rib Shear Connectors in Composite Girder Bridges
Online Contents | 2016
|