Lateral-Torsion Buckling of Parabolic Archesby Frank Tokarz, Mechanical Engineer; Lawrence Livermore Lab., Livermore, CA,
Raghbir S. Sandhu, Aerospace Engr.; Air Force Flight Dynamics Lab., Wright-Patterson Air Force Base, OH,
Serial Information: Journal of the Structural Division, 1972, Vol. 98, Issue 5, Pg. 1161-1179
Document Type: Journal Paper
Equations were derived which govern the lateral-torsional buckling of parabolic arches. Buckling loads were obtained for a uniform applied loading. Both free-standing and crown restrained arches with fixed and hinged end support were considered. A comparison was made, wherever possible, between some of the buckling loads calculated and existing theoretical and experimental loads. Good agreement was evidenced.
Subject Headings: Buckling | Arches | Paraboloid | Load factors | Torsion | Comparative studies | Agreements and treaties | Hinges
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