Title: Model Analysis of a Curved Prestressed Concrete Cellular Bridge

Author(s): H.W. Chung and N.J. Gardner

Publication: Symposium Paper

Volume: 26

Issue:

Appears on pages(s): 320-356

Keywords: bending moments; box beams; bridges (structures); curved beams; failure; girder bridges; girders; load factors; models; prestressed concrete; research; structural analysis

DOI: 10.14359/17983

Date: 1/1/1971

Abstract:
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.