Analysis of Triangular Bracket-Type Platesby C.G. Salmon,
Serial Information: Journal of the Engineering Mechanics Division, 1962, Vol. 88, Issue 6, Pg. 41-88
Document Type: Journal Paper
Plates typifying brackets used in structural steel applications are analyzed as to their elastic stability characteristics; Rayleigh-Ritz energy method was used for solution, including use of feature that conditions of equilibrium need not be satisfied by original displacement expressions; large deflection theory using double power series expressions for displacements was used to determine loaded edge deformation at which elastic buckling was imminent.
Subject Headings: Plates | Elastic analysis | Displacement (mechanics) | Steel structures | Structural steel | Steel plates | Structural stability
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