On the Deflections of bow Girders of Non-Circular Shapes

by 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: Curved beams | Paraboloid | Displacement (mechanics) | Bending (structural) | Moment distribution | Girders

Services: Buy this book/Buy this article


Return to search