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FORMULATION OF THE PROBLEM
DISCUSSION OF THE RESULTS
1 other sections not shown
admissible stress fields Applied Mechanics axis of symmetry bending moments circumferential bending CORNELL UNIVERSITY LIBRARY D. C. Drucker define Department of Theoretical eliminated ellipse ellipsoidal heads equations and yield equations of equilibrium equilibrium equations equilibrium requirements exact solution finite set formulate higher bending restraint interface Koopman labelled ASME Code limit load linear programming problem linear programming techniques load carrying capacity load factor lower sheet maximum yield violation Mech nondimensional Nonlinear Programming number of points P. G. Hodge piecewise linear Plastic Analysis plastic collapse pressure plastic deformations polynomial coefficients polynomial representation pressure is nPA pressure vessel pT represents pressures R. H. Lance represent the lower represents the number safe statically admissible Sandwich Shell yield set of points shear force shell element Shell yield condition shells of revolution small a approximation statically admissible stress Theoretical and Applied throughout the structure toriconical Tresca Sandwich Shell vessels with ellipsoidal yield relations yield surface