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Restraints against elastic lateral buckling
Theoretical investigation is given of influence of torsional and lateral restraints on elastic critical load of centrally-loaded, simply-supported beam buckling laterally; results of study are presented graphically; approximation is made for restraint conditions necessary to develop maximum load capacity of elastic beam for types of restraint considered; expressions are given for conservative restraint conditions and maximum critical load.
Restraints against elastic lateral buckling
Theoretical investigation is given of influence of torsional and lateral restraints on elastic critical load of centrally-loaded, simply-supported beam buckling laterally; results of study are presented graphically; approximation is made for restraint conditions necessary to develop maximum load capacity of elastic beam for types of restraint considered; expressions are given for conservative restraint conditions and maximum critical load.
Restraints against elastic lateral buckling
ASCE -- Proc (J Eng Mechanics Div)
Schmidt, L.C. (author)
1965
10 pages
Article (Journal)
English
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