University of North Texas Digital Library (University of North Texas) · 1948 · 33 citations · 0 references
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EngineeringMaterials EngineeringMaterials ScienceMechanical Behavior Of MaterialsStructural AnalysisStructural MaterialsBuckling AnalysisElastic DeformationPlate TheoryShear PropertiesStress AnalysisStructural MechanicsBuckling Of Rectangular PlatesFlat PlatesShear Buckling
"By consideration of antisymmetrical, as well as symmetrical, buckling configurations, the theoretical shear buckling stresses of clamped rectangular flat plates are evaluated more correctly than in previous work. The results given, which represent the average of upper- and lower-limit solutions obtained b the Lagrangian multiplier method, are within 1 1/4 percen of true buckling stresses" (p. 1).