Accession Number : AD0266623

Title :   PRESSURIZED REINFORCED CIRCULAR CYLINDRICAL SHELLS - STRESSES IN ECCENTRIC NON-UNIFORM RINGS WITH TWO UNIFORM SECTIONS OF UNEQUAL LENGTH

Corporate Author : POLYTECHNIC INST OF BROOKLYN N Y

Personal Author(s) : ALLENTUCH,ARNOLD ; KEMPNER,JOSEPH

Report Date : OCT 1961

Pagination or Media Count : 1

Abstract : The numerical results of the solution of the interaction problem of a hydrostatically loaded, infinitely long circular cylindrical shell, reinforced by equally spaced stepwise discontinuous rings, with two uniform sections but different mean radii, indicate high bending stress concentration at the discontinuity. Within the range of the geometric parameters considered, a shifting of posit on of the discontinuity is accompanied by only minor changes in maximum bending stress. (Author)

Descriptors :   *STIFFENED CYLINDERS, CYLINDRICAL BODIES, DEFLECTION, DEFORMATION, DIFFERENTIAL EQUATIONS, HYDROSTATIC PRESSURE, LOAD DISTRIBUTION, MATHEMATICAL ANALYSIS, MECHANICS, MOMENTS, RINGS, SHEAR STRESSES, STRESSES, SHELLS(STRUCTURAL FORMS), STRUCTURES

Distribution Statement : APPROVED FOR PUBLIC RELEASE