American Society of Civil Engineers


Behavior of Extradosed Bridge with Composite Girder


by Katsuhiko Takami, (Yamaguchi University Tokiwadai 2-16-1, Ube, Yamaguchi, JAPAN 755-8611) and Sumio Hamada, (Yamaguchi University Tokiwadai 2-16-1, Ube, Yamaguchi, JAPAN 755-8611)
Section: Composite Bridges, pp. 63-70, (doi:  http://dx.doi.org/10.1061/40616(281)6)

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Document type: Conference Proceeding Paper
Part of: Composite Construction in Steel and Concrete IV
Abstract: The short-term elastic and long-term time-dependent behavior of extradosed bridges with composite girders are studied. Analysis is carried out with a FEM step-by-step method, which was developed originally at Yamaguchi University. It is confirmed that large changes of the deflection and the longitudinal stress distribution occur and the stresses in the concrete slab increase in compression for a long period.


ASCE Subject Headings:
Composite bridges
Compression
Concrete slabs
Deflection
Finite element method
Girders
Stress distribution