This study of the bending of a spherical shell of constant thickness consists of five chapters. In the first chapter, general differential equations of the problem are derived and presented with the variables in dimensionless form. The second chapter deals with the solution of the two second order differential equations in terms of Bessel Functions. The solution is applicable for shells with a colatitude of about 25 degrees or less. Expressions are given for the internal stresses and displacements in terms of these values at the boundary. The third chapter gives a numerical solution of the problem. Solutions are found for three cases of radius to thickness ratio, namely 30, 100 and 500, and for colatitudes from 8 to 90 degrees. In the pre...
By using the theorie of finite deformation it is shown that a circular plate of radius d can be bent...
A combination of numerical and analytical studies has been used to investigate the large deformation...
Thesis (Sc.D.) Massachusetts Institute of Technology. Dept. of Civil Engineering, 1946.Vita.Bibliogr...
This study of the bending of a spherical shell of constant thickness consists of five chapters. In t...
The paper focuses on the method of calculation of evolution shells beyond the elastic limit. The con...
In the present work the results of the study of plastic deformations distribution in the thickness i...
A huge number of investigations on developable surfaces have been made, but the problem of analysis ...
Shells are commonly used in many branches of engineeringand have therefore beeninvestigated for a nu...
The paper focuses on the model of calculation of thin isotropic shells beyond the elastic limit. The...
This thesis is concerned with the study of the behaviour of thin cylindrical.shells. Besides their ...
SECTION A CHAPTER ONE introduces differential equations applied to the bending of a beam on simpl...
Equations for thin elastic spherical shells and digital program for analysis of stresses and deforma...
The solution of the problem of the long cylindrical shell bending by a numerical and analytical boun...
Thin gently sloping spherical shells are investigated in the paper aiming at the mathematical model ...
The general results are applied to the solution of problems concerning the flat plates, circular rin...
By using the theorie of finite deformation it is shown that a circular plate of radius d can be bent...
A combination of numerical and analytical studies has been used to investigate the large deformation...
Thesis (Sc.D.) Massachusetts Institute of Technology. Dept. of Civil Engineering, 1946.Vita.Bibliogr...
This study of the bending of a spherical shell of constant thickness consists of five chapters. In t...
The paper focuses on the method of calculation of evolution shells beyond the elastic limit. The con...
In the present work the results of the study of plastic deformations distribution in the thickness i...
A huge number of investigations on developable surfaces have been made, but the problem of analysis ...
Shells are commonly used in many branches of engineeringand have therefore beeninvestigated for a nu...
The paper focuses on the model of calculation of thin isotropic shells beyond the elastic limit. The...
This thesis is concerned with the study of the behaviour of thin cylindrical.shells. Besides their ...
SECTION A CHAPTER ONE introduces differential equations applied to the bending of a beam on simpl...
Equations for thin elastic spherical shells and digital program for analysis of stresses and deforma...
The solution of the problem of the long cylindrical shell bending by a numerical and analytical boun...
Thin gently sloping spherical shells are investigated in the paper aiming at the mathematical model ...
The general results are applied to the solution of problems concerning the flat plates, circular rin...
By using the theorie of finite deformation it is shown that a circular plate of radius d can be bent...
A combination of numerical and analytical studies has been used to investigate the large deformation...
Thesis (Sc.D.) Massachusetts Institute of Technology. Dept. of Civil Engineering, 1946.Vita.Bibliogr...