scholarly journals A Numerical Method for Stress Concentration Problems of Infinite Plates with Multiholes Subjected to Uniaxial Tension : 3rd Report, Cases of a Row of Holes

1972 ◽  
Vol 38 (313) ◽  
pp. 2243-2244
Author(s):  
Minoru HAMADA ◽  
Iwao MlZUSHIMA ◽  
Tadashi MASUDA
Keyword(s):  
Stress Concentration ◽  
Numerical Method ◽  
Uniaxial Tension

A Numerical Method for Stress Concentration Problems of Infinite Plates With Many Circular Holes Subjected to Uniaxial Tension

1974 ◽  
Vol 96 (1) ◽  
pp. 65-70 ◽  
Author(s):  
M. Hamada ◽  
I. Mizushima ◽  
M. Hamamoto ◽  
T. Masuda
Keyword(s):  
Stress Concentration ◽  
Numerical Method ◽  
Uniaxial Tension ◽  
Collocation Method ◽  
Stress Function ◽  
Infinite Plate ◽  
Numerical Examples ◽  
Boundary Collocation Method ◽  
Two Circular Holes ◽  
Circular Holes

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.

Stress Analysis of Holes in Thick Plates

2004 ◽  
Vol 1-2 ◽  
pp. 153-158 ◽  
Author(s):  
S. Quinn ◽  
Janice M. Dulieu-Barton
Keyword(s):  
Stress Concentration ◽  
Stress Analysis ◽  
Uniaxial Tension ◽  
Plane Stress ◽  
Plate Surface ◽  
Flat Plates ◽  
Thick Plates ◽  
Concentration Factors ◽  
Stress Concentration Factors

A review of the Stress Concentration Factors (SCFs) obtained from normal and oblique holes in thick flat plates loaded in uniaxial tension has been conducted. The review focuses on values from the plate surface and discusses the ramifications of making a plane stress assumption.

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