A platform for research: civil engineering, architecture and urbanism
Buckling of circular cylindrical shells partially subjected to external liquid pressure
AbstractTheoretical analyses are presented for the buckling of circular cylindrical shells partially subjected to external liquid pressure. The shells are assumed to stand vertically with the lower end clamped, and the upper end clamped or free. In the analyses, the Donnell equations are used for the basic equation, and prebuckling deformation as well as the membrane state of stress of the shell are taken into account. The Galerkin method is used, and the critical pressures at various liquid heights as well as the wave numbers, are obtained for a wide range of the geometrical parameters of the shell Z. A convenient chart which indicates the buckling liquid height for a given shell and liquid are presented. Experimental studies are also conducted by using test cylinders made of polyester film, and water. The theoretical and experimental results for the buckling liquid height, are in excellent agreement.
Buckling of circular cylindrical shells partially subjected to external liquid pressure
AbstractTheoretical analyses are presented for the buckling of circular cylindrical shells partially subjected to external liquid pressure. The shells are assumed to stand vertically with the lower end clamped, and the upper end clamped or free. In the analyses, the Donnell equations are used for the basic equation, and prebuckling deformation as well as the membrane state of stress of the shell are taken into account. The Galerkin method is used, and the critical pressures at various liquid heights as well as the wave numbers, are obtained for a wide range of the geometrical parameters of the shell Z. A convenient chart which indicates the buckling liquid height for a given shell and liquid are presented. Experimental studies are also conducted by using test cylinders made of polyester film, and water. The theoretical and experimental results for the buckling liquid height, are in excellent agreement.
Buckling of circular cylindrical shells partially subjected to external liquid pressure
Chiba, M. (author) / Yamashida, T. (author) / Yamauchi, M. (author)
Thin-Walled Structures ; 8 ; 217-233
1989-02-08
17 pages
Article (Journal)
Electronic Resource
English
Buckling of long steel cylindrical shells subjected to external pressure
Online Contents | 2007
|Buckling of long steel cylindrical shells subjected to external pressure
Elsevier | 2007
|Local buckling in infinitely, long cylindrical shells subjected uniform external pressure
Online Contents | 2012
|Lower buckling stress of circular cylindrical shells subjected to torsion
Engineering Index Backfile | 1957
|