On the Deflections of bow Girders of Non-Circular Shapesby E. Volterra,
Serial Information: Journal of the Engineering Mechanics Division, 1956, Vol. 82, Issue 1, Pg. 1-24
Document Type: Journal Paper
Solutions given in explicit form in cases in which central line of curved beam is cycloid, catenary or parabola and external forces are uniformly distributed along whole length of beam; curves of deflections, angles of twist, bending and twisting moments presented for certain cases and compared with corresponding values for circular bow girder.
Subject Headings: Girders | Displacement (mechanics) | Curved beams | Bending (structural) | Paraboloid | Moment distribution
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