Model Study of Horizontally Curved Box Girderby Adel R.M. Fam, Project Engr.; Ministry of Transportation and Communications, Ontario, Canada,
Carl J. Turkstra, (M.ASCE), Assoc. Prof. of Civ. Engrg. and Applied Mechanics; McGill Univ., Montreal, Quebec, Canada,
Serial Information: Journal of the Structural Division, 1976, Vol. 102, Issue 5, Pg. 1097-1108
Document Type: Journal Paper
This paper describes an experimental study of a single span horizontally curved plexiglass box-girder beam with diaphragms and flange overhangs. Static loads were applied at midspan to cause a complex pattern of membrane and bending stresses with the effects of diaphragms clearly evident. Experimental results in typical cases are shown graphically and compared to the results of a special purpose finite element program developed especially for curved box analysis. Good agreement between experimental and analytical results were obtained.
Subject Headings: Model analysis | Box girders | Curvature | Diaphragms (structural) | Curved beams | Finite element method | Static loads | Load factors | Flanges
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