Study on shear connection of bridge steel truss and concrete slab deck

 Longitudinal shear flow in the connection of a bridge steel truss upper chord and a concrete bridge slab is studied both in elastic and plastic stages of loading up to the shear connection collapse. First the distribution of the shear flow with an increasing level of loading is shown as resulted f...

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Bibliographic Details
Main Authors: Josef Machacek, Martin Charvat
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2017-01-01
Series:Journal of Civil Engineering and Management
Subjects:
Online Access:http://journals.vgtu.lt/index.php/JCEM/article/view/937