scholarly journals Stress Concentration of a Cylindrical Shell with One or Two Circular Holes

1971 ◽  
Vol 37 (304) ◽  
pp. 2254-2262
Author(s):  
Minoru HAMADA ◽  
Kazuo YOKOYA ◽  
Masayuki HAMAMOTO ◽  
Tadashi MASUDA
1972 ◽  
Vol 15 (86) ◽  
pp. 907-916 ◽  
Author(s):  
Minoru HAMADA ◽  
Kazuo YOKOYA ◽  
Masayuki HAMAMOTO ◽  
Tadashi MASUDA

Author(s):  
Keisuke Kinoshita ◽  
Osamu Watanabe

The objective of the present study is to evaluate fatigue strength of a perforated plate at an elevated temperature of 550°C under displacement-controlled loading. Specimens having two circular holes have stress concentrations near the hole sides. The two holes in the specimen made of SUS304 stainless steel are placed at an angle of 30°, 60° and 90° measured from the loading direction. Stress concentration factors of these specimens, having the complicated stress pattern distribution, were estimated by the finite element method (FEM). Based on the stress concentration factor, the inelastic strain was estimated by the simplified equation of the Stress Redistribution Locus (SRL) method, and the estimated strain was compared to the experimental Best Fit Fatigue (BFF) curve. Crack initiation cycles were determined from graph showing the crack propagation process, which were measured by a CCD camera at a regular interval cycle. Crack initiation cycles were smaller than failure cycles of 75% load decreasing point. By using these inelastic local strain and crack initiation cycles, the experimented results were predicted well by the present complicated structures.


1980 ◽  
Vol 23 (181) ◽  
pp. 1043-1047
Author(s):  
Minoru HAMADA ◽  
Iwao MIZUSHIMA ◽  
Tadashi MASUDA

1975 ◽  
Vol 42 (1) ◽  
pp. 105-109 ◽  
Author(s):  
P. Seide ◽  
A. S. Hafiz

In this investigation, the stress distribution due to uniaxial tension of an infinitely long, thin, circular cylindrical shell with two equal small circular holes located along a generator is obtained. The problem is solved by the superposition of solutions previously obtained for a cylinder with a single circular hole. The satisfaction of boundary conditions on the free surfaces of the holes, together with uniqueness and overall equilibrium conditions, yields an infinite set of linear algebraic equations involving Hankel and Bessel functions of complex argument. The stress distribution along the boundaries of the holes and the interior of the shell is investigated. In particular, the value of the maximum stress is calculated for a wide range of parameters, including the limiting case in which the holes almost touch and the limiting case in which the radius of the cylinder becomes very large. As is the case for a flat plate, the stress-concentration factor is reduced by the presence of another hole.


1959 ◽  
Vol 26 (1) ◽  
pp. 55-60
Author(s):  
O. Tamate

Abstract The problem of finding stress resultants in a thin elastic plate containing two circular holes of equal size, under plain bending about the axes of symmetry, has been discussed on the basis of the Poisson-Kirchhoff theory. A method of perturbation is adopted for the determination of parametric coefficients involved in the solution. The factors of stress concentration are calculated and compared with the results available.


1974 ◽  
Vol 96 (1) ◽  
pp. 65-70 ◽  
Author(s):  
M. Hamada ◽  
I. Mizushima ◽  
M. Hamamoto ◽  
T. Masuda

The boundary collocation method using the general form of the stress function is proved to be available for the problems of stress concentration in infinite plates with many circular holes. As numerical examples, the problems treated are of infinite plates with two circular holes of unequal diameters, those of infinite plates with four circular holes of equal diameters and of symmetric arrangement, and those with a row of infinite circular holes, all of which are subjected to uniaxial tension. Also the problem of an infinite plate with a row of infinite circular holes subjected to shear is solved. The numerical results are summarized in some diagrams.


Sign in / Sign up

Export Citation Format

Share Document