Steel is used widely in the construction of roads, railways, other infrastructure, appliances, and buildings. Most large modern structures, such as stadiums, skyscrapers, bridges, airports, are supported by a steel skeleton. Steel plates with internal cutouts are widely used in structural members. These cutouts are made into plates to meet various functional and structural requirements. However these cutouts create stress concentration and eventually reduce the mechanical strength of the structure. The present study aims at reducing this stress concentration around the central hole by introduction of a proposed scheme of auxiliary holes. Reduction in stress concentration with symmetric and asymmetric auxiliary holes is studied. Findings of the study are made available here in both numerical data and graphical form. Keywords : Auxiliary Hole, Cutout Plate, Finite Element Method, Stress Mitigation, Stress Analysis.
[1]
G. S. Giare,et al.
The reduction of stress concentration around the hole in an isotropic plate using composite materials
,
1989
.
[2]
S. Timoshenko,et al.
Theory of elasticity
,
1975
.
[3]
M. D. Motok,et al.
Stress concentration on the contour of a plate opening of an arbitrary corner radius of curvature
,
1997
.
[4]
A. J. Durelli,et al.
OPTIMUM HOLE SHAPES IN FINITE PLATES UNDER UNIAXIAL LOAD
,
1979
.
[5]
Shaker A. Meguid,et al.
Finite element analysis of defence hole systems for the reduction of stress concentration in a uniaxially-loaded plate with two coaxial holes
,
1986
.
[6]
Guriĭ Nikolaevich Savin,et al.
Stress concentration around holes
,
1961
.