Deflection of Circular Curved I-Beams

by Ross A. Close,


Serial Information: Journal of the Structural Division, 1964, Vol. 90, Issue 1, Pg. 203-210


Document Type: Journal Paper

Closure: (See full record)

Abstract: The analysis of continuous curved I-beams requires the prediction of deflections for various loadings on the structure. The simplest structural element is the cantilever; therefore, the equations for deflections are derived for a circular curved, cantilever beam. The equations are presented in a series form for ready programming in an electronic computer. Tests indicate close agreement between the measured and computed values of deflections.

Subject Headings: I beams | Curvature | Structural deflection | Cantilevers | Curved beams | Computer programming | Displacement (mechanics) | Load factors

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