Model Analysis of a Curved Prestressed Concrete Cellular Bridge
H.W. Chung and N.J. Gardner
Appears on pages(s):
bending moments; box beams; bridges (structures); curved beams; failure; girder bridges; girders; load factors; models; prestressed concrete; research; structural analysis
This paper describes a model investigation of a curved prestressed concrete bridge. A 1/24 scale perspex model was used to predict the elastic properties and a 1/6 scale prestressed concrete model to determine the load factor.