Approximate solutions for the non-linear bending of thin rectangular plates are presented considering large deflections for various boundary conditions. In the case of stress-free edges, solutions are given for von Kármán's equations in terms of the stress function and the deflection of the plate. In the case of immovable edges, equations are constructed in terms of the three displacements and these are solved. The solution is given by using double series consisting of the appropriate Beam Functions which satisfy the boundary conditions. The differential equations are satisfied by using the orthogonality properties of the series. Numerical results for square plates with uniform lateral load indicate good convergence of the series solution p...
Rectangular, thin plates are common structural elements employed in many engineering applications an...
The solution of Von Karman's fundamental equations for large deflections of plates is presented for ...
The solution of von Karman's fundamental equations for large deflections of plates is presented for ...
Approximate solutions for the non-linear bending of thin rectangular plates are presented considerin...
A large-deflection mathematical analysis of rectangular plates under uniform lateral loading is pres...
A large-deflection mathematical analysis of rectangular plates under uniform lateral loading is pres...
The object of this thesis is to solve the governing differential equations for the large deflection ...
The object of this thesis is to solve the governing differential equations for the large deflection ...
The solution of Von Karman's fundamental equations for large deflections of plates is presented for ...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
Rectangular, thin plates are common structural elements employed in many engineering applications an...
The solution of Von Karman's fundamental equations for large deflections of plates is presented for ...
The solution of von Karman's fundamental equations for large deflections of plates is presented for ...
Approximate solutions for the non-linear bending of thin rectangular plates are presented considerin...
A large-deflection mathematical analysis of rectangular plates under uniform lateral loading is pres...
A large-deflection mathematical analysis of rectangular plates under uniform lateral loading is pres...
The object of this thesis is to solve the governing differential equations for the large deflection ...
The object of this thesis is to solve the governing differential equations for the large deflection ...
The solution of Von Karman's fundamental equations for large deflections of plates is presented for ...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
This paper describes an approximate analytical method to determine the large-deflection behaviour of...
Rectangular, thin plates are common structural elements employed in many engineering applications an...
The solution of Von Karman's fundamental equations for large deflections of plates is presented for ...
The solution of von Karman's fundamental equations for large deflections of plates is presented for ...