Title: Critical stress for an infinitely long flat plate with elastically restrained edges under combined shear and direct stress
Description: A simple interaction curve is presented for evaluating the conditions of combined shear and direct stress under which an infinitely long, flat plate with equal elastic restraints against rotation along the edges will become unstable. The theoretical work that led to the interaction curve is presented in the form of appendixes.
Subjects: Plates (Engineering), Shear (Mechanics), Buckling (Mechanics), Loads (Mechanics), Strains and stresses, Charts, diagrams, Plaques (Ingénierie), Cisaillement (Mécanique), Flambage (Résistance des matériaux), Charges, Contraintes (Mécanique), Tableaux, graphiques, Shear stress, Diagrams