scholarly journals 10.ON THE STRESS DISTRIBUTION IN RECTANGULAR PLATE UNDER THE ACTION OF UNIFORM LOAD PARALLEL TO THE SURFACE

1956 ◽  
Vol 52 (0) ◽  
pp. 79-84
Author(s):  
Michio Yokota
Keyword(s):  
Stress Distribution ◽  
Rectangular Plate ◽  
Uniform Load

scholarly journals Stress distribution in a rectangular plate having two opposing edges sheared in opposite directions

1923 ◽  
Vol 103 (723) ◽  
pp. 598-610 ◽  
Keyword(s):  
Shear Stress ◽  
Stress Distribution ◽  
Rectangular Plate ◽  
Royal Society ◽  
External Stress ◽  
The Other ◽  
Optical Methods ◽  
Centre Line ◽  
Distribution Of Stress

The type of deformation under investigation is indicated by fig. 1. A rectangular plate ABCD is deformed into the shape A'B'C'D'. The two opposing edges AB, CD are shifted horizontally without alteration of length into the position A'B', C'D', the other boundaries AD, BC being kept free from external stress. In a paper which appeared in the 'Proc. Royal Society', December 28, 1911, Prof. E. G. Coker investigated this same type of deformation using optical methods to determine the distribution of stress along the centre line OX. He found that if the plate was square the shear stress along OX was distributed in a munner which was approximately parabolic. As the ratio of AD to AB decreased the curve of distribution first of all became flat-topped, and for yet smaller ratios two distinct humps made their appearance.

Static Stability Behaviour of Plate Elements with Non-Uniform, in-Plane Stress Distribution

1979 ◽  
Vol 21 (5) ◽  
pp. 363-365
Author(s):  
P. K. Datta
Keyword(s):  
Stress Distribution ◽  
Boundary Conditions ◽  
Rectangular Plate ◽  
Plane Stress ◽  
Mixed Boundary ◽  
Mixed Boundary Conditions ◽  
Static Stability ◽  
Buckling Loads ◽  
Plate Elements ◽  
Edge Loading

The results of analytically and experimentally determined buckling loads of a rectangular plate, subjected to partial edge loading and mixed boundary conditions, are presented.

Applying the Principle of Mixed Variables Solve the Problems of Forced Vibration of the Calculating Rectangular Plate by Uniform Load

2011 ◽  
Vol 71-78 ◽  
pp. 1715-1719
Author(s):  
Chong Fu Wu ◽  
Shu Hong Liu ◽  
Ying Jie Chen
Keyword(s):  
Rectangular Plate ◽  
Forced Vibration ◽  
Stable Solution ◽  
Uniform Load ◽  
Mixed Variables

In this paper, applying the principle of mixed variables solve the problems of forced vibration of the rectangular plate by uniform load , the stable solution of the cantilever plates by uniform load can be worked out. The results by calculating not only it have academic value, but also it can be directly referred in the actual work.

Stress Measurements in a Plate Containing Two Reinforced Circular Holes Using a Photoelastic Method

1965 ◽  
Vol 69 (654) ◽  
pp. 408-410 ◽  
Author(s):  
Shin-Ichi Suzuki
Keyword(s):  
Stress Distribution ◽  
Uniaxial Tension ◽  
Uniform Load ◽  
Photoelastic Method ◽  
Stress Measurements ◽  
Centre Line ◽  
Circular Holes ◽  
Parallel Direction ◽  
The Relationship

Since it is too complicated to obtain analytically the stress distribution in a plate containing two reinforced circular holes under uniaxial tension, the stress distribution along the inner edge of a reinforcing ring will be determined experimentally in this report.The relationship between σθ/p at the inner edge of a ring, the dimensions of a ring and the distance between the centres of two holes will be investigated. Experiments are done in the cases when the uniform load is applied in the perpendicular or parallel direction to the centre line (see Figs. 1 and 2).

Sign in / Sign up

Export Citation Format

Share Document