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Constrained Circular Beams on Elastic Foundations
The problem of a circular beam resting on an elastic foundation, loaded by concentrated symmetric forces, and constrained in such a way that the sections where the vertical loads are applied cannot rotate is solved in explicit form. Tables for the deflections, angles of twist, and bending and twisting moments are presented.
Constrained Circular Beams on Elastic Foundations
The problem of a circular beam resting on an elastic foundation, loaded by concentrated symmetric forces, and constrained in such a way that the sections where the vertical loads are applied cannot rotate is solved in explicit form. Tables for the deflections, angles of twist, and bending and twisting moments are presented.
Constrained Circular Beams on Elastic Foundations
Volterra, Enrico (author) / Chung, Randall (author)
Transactions of the American Society of Civil Engineers ; 120 ; 301-310
2021-01-01
101955-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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