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Plate Equations and Formulas for Stresses, Strains and Di...

Sensenig, Chester B.
Plate Equations and Formulas for Stresses, Strains and Displacements (Classic Reprint)
Excerpt from Plate Equations and Formulas for Stresses, Strains and DisplacementsIn this report we derive estimates for the displacements, strains, stresses, and their derivatives in the interior of a thin plate. The estimates are given in terms of the maximum strains and the thickness and diameter of the plate. The estimates are used to derive formulas for the displacements, strains, and stresses in terms of the Vertical displacement.About th...

CHF 42.50

A Non-Linear Shell Theory Compared with the Classical Thr...

Sensenig, Chester B.
A Non-Linear Shell Theory Compared with the Classical Three Dimensional Theory of Elasticity (Classic Reprint)
Excerpt from A Non-Linear Shell Theory Compared With the Classical Three Dimensional Theory of ElasticityThis paper presents a non - linear theory for the equilibrium deformation of homogeneous isotropic shells and makes a compar ison between the shell theory and the classical three dimensional non-linear theory of elasticity. These are called the shell theory and the classical theory in the following. In the process estimates are derived whic...

CHF 42.50

Plate Estimates Involving Two Strain Parameters (Classic ...

Sensenig, Chester B.
Plate Estimates Involving Two Strain Parameters (Classic Reprint)
Excerpt from Plate Estimates Involving Two Strain ParametersThe estimates obtained are of the same type as those derivedby F. John [1] for shells, but the work here differs from that in [1] in that two strain parameters are used in the estimates rather than one, separate estimates are obtained for the odd and even parts (considered as a function of x3) of each function estimated, and consideration is restricted to plates.About the PublisherFor...

CHF 41.90

The Buckling of a Thick Circular Plate Using a Non-Linear...

Sensenig, Chester B.
The Buckling of a Thick Circular Plate Using a Non-Linear Theory (Classic Reprint)
Excerpt from The Buckling of a Thick Circular Plate Using a Non-Linear TheoryThe Object of this paper is to study the stability of equilibrium of an isotropic circular cylinder when compressed along its curved lateral surface. The compression on the curved part Of the boundary is assumed to be such that the generators of the cylinder remain Vertical straight lines, but so that no shear stress is developed: it is as though the cylinder were com...

CHF 39.90

Construction of a Three Dimensional Displacement Field Fr...

Sensenig, Chester B.
Construction of a Three Dimensional Displacement Field From a Solution to the Von Karman Equations (Classic Reprint)
Excerpt from Construction of a Three Dimensional Displacement Field From a Solution to the Von Karman Equations In a previous report the displacements for the exact theory were expressed in terms of the vertical deflection of the middle surface and a stress function. It was expected that those formulas for the displacements could be used here to define a displacement field. However, changes were made in the formulas used here since the stress...

CHF 13.50

A Non-Linear Shell Theory Compared With the Classical Thr...

Sensenig, Chester B.
A Non-Linear Shell Theory Compared With the Classical Three Dimensional Theory of Elasticity (Classic Reprint)
Excerpt from A Non-Linear Shell Theory Compared With the Classical Three Dimensional Theory of Elasticity Consider a fixed rectangular Cartesian reference frame X, and let be the position vector from the origin of this reference frame to the middle undeformed surface. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important...

CHF 16.90

Plate Equations and Formulas for Stresses, Strains and Di...

Sensenig, Chester B.
Plate Equations and Formulas for Stresses, Strains and Displacements (Classic Reprint)
Excerpt from Plate Equations and Formulas for Stresses, Strains and Displacements In this report we derive estimates for the displacements, strains, stresses, and their derivatives in the interior of a thin plate. The estimates are given in terms of the maximum strains and the thickness and diameter of the plate. The estimates are used to derive formulas for the displacements, strains, and stresses in terms of the Vertical displacement. Abou...

CHF 16.90

A Kirchhoff Thin Shell Theory (Classic Reprint)

Sensenig, Chester B.
A Kirchhoff Thin Shell Theory (Classic Reprint)
Excerpt from A Kirchhoff Thin Shell Theory Imposing the principal of virtual work yields a system of differential equations for the three components of position of the deformed middle surface and six relations between the applied edge forces and the deformed middle surface. It will be shown that the system of differential equations can be expressed as a tenth order system. The six relations between edge forces and deformed middle surface cont...

CHF 16.90

Non-Linear Theory for the Deformation of Pre-Stressed Cir...

Sensenig, Chester B.
Non-Linear Theory for the Deformation of Pre-Stressed Circular Plates and Rings (Classic Reprint)
Excerpt from Non-Linear Theory for the Deformation of Pre-Stressed Circular Plates and RingsIt has been conjectured by Professor j.j. Stoker that solutions to non-linear elasticity problems are generally smoother in some sense than solutions to the corresponding linear problems. More specifically, If the solution to the linear problem has a singularity, the conjecture is that the solution to the non-linear problem will in many cases not have a...

CHF 16.90

The Buckling of a Thick Circular Plate Using a Non-Linear...

Sensenig, Chester B.
The Buckling of a Thick Circular Plate Using a Non-Linear Theory (Classic Reprint)
Excerpt from The Buckling of a Thick Circular Plate Using a Non-Linear Theory The Object of this paper is to study the stability of equilibrium of an isotropic circular cylinder when compressed along its curved lateral surface. The compression on the curved part Of the boundary is assumed to be such that the generators of the cylinder remain Vertical straight lines, but so that no shear stress is developed: it is as though the cylinder were c...

CHF 15.50