Strength Of Very Slender Beamsby Ernest F. Masur,
Serial Information: Transactions of the American Society of Civil Engineers, 1959, Vol. 124, Issue 1, Pg. 63-88
Document Type: Journal Paper
Response to lateral loads and twisting couples is affected by presence of bending moments in plane of major stiffness; resulting nonlinear theory discussed; inclusion of nonlinear terms in strain displacement relations corresponds generally to stiffening of structure as compared with familiar linear theory; theory presented is corroborated experimentally with fair degree of accuracy.
Subject Headings: Beams | Structural strength | Stiffening | Lateral loads | Nonlinear analysis | Load factors | Displacement (mechanics) | Plane strain | Bending (structural) | Moment (mechanics)
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