A theoretical analysis is given for the stresses and deflections of a square plate with clamped edges under normal pressure producing large deflections. Values of the bending stress and membrane stress at the center of the plate and at the midpoint of the edge are given for center deflections up to 1.9 times the plate thickness. The shape of the deflected surface is given for low pressures and for the highest pressure considered. Convergence of the solution is considered and it is estimated that the possible error is less than 2 percent. The results are compared with the only previous approximate analysis known to the author and agree within 5 percent. They are also shown to compare favorably with the known exact solutions for the long rect...
The theory of Limit Design is the application of the theory of Plasticity to the estimation of the a...
A sturdy stiffener is defined as a stiffener of such proportions that it does not suffer cross-secti...
The solution of von Karman's fundamental equations for large deflections of plates is presented for ...
The Von Karman equations for a thin flat plate with large deflections are solved for the special cas...
A theoretical analysis is given for the stresses and deflections of a square plate with clamped edge...
Equations are given for the elastic behavior of initially curved sheets in which the deflections are...
The stresses in circular frames of constant bending stiffnesses, as encountered in thin-wall shells,...
The present report describes a device for ascertaining the bending and buckling effect in stress mea...
The present study treats as a typical example a ring the center line of which is produced by the int...
A mathematical procedure is herein developed for obtaining exact solutions of shear-lag problems in ...
A fixture is described for making normal-pressure tests of flat plates 5 inches in diameter in which...
The properties of the solutions of the hydrodynamic equations of viscous fluid by "boundary-layer om...
The previously employed method of extrapolating the total resistance to full size with lambda(exp 3)...
Flat rectangular plates of duralumin, stainless iron, monel metal, and nickel were tested under load...
Strength tests were made of a number of 24S-T and Alclad 75S-T aluminum alloy shear webs to determin...
The theory of Limit Design is the application of the theory of Plasticity to the estimation of the a...
A sturdy stiffener is defined as a stiffener of such proportions that it does not suffer cross-secti...
The solution of von Karman's fundamental equations for large deflections of plates is presented for ...
The Von Karman equations for a thin flat plate with large deflections are solved for the special cas...
A theoretical analysis is given for the stresses and deflections of a square plate with clamped edge...
Equations are given for the elastic behavior of initially curved sheets in which the deflections are...
The stresses in circular frames of constant bending stiffnesses, as encountered in thin-wall shells,...
The present report describes a device for ascertaining the bending and buckling effect in stress mea...
The present study treats as a typical example a ring the center line of which is produced by the int...
A mathematical procedure is herein developed for obtaining exact solutions of shear-lag problems in ...
A fixture is described for making normal-pressure tests of flat plates 5 inches in diameter in which...
The properties of the solutions of the hydrodynamic equations of viscous fluid by "boundary-layer om...
The previously employed method of extrapolating the total resistance to full size with lambda(exp 3)...
Flat rectangular plates of duralumin, stainless iron, monel metal, and nickel were tested under load...
Strength tests were made of a number of 24S-T and Alclad 75S-T aluminum alloy shear webs to determin...
The theory of Limit Design is the application of the theory of Plasticity to the estimation of the a...
A sturdy stiffener is defined as a stiffener of such proportions that it does not suffer cross-secti...
The solution of von Karman's fundamental equations for large deflections of plates is presented for ...