Research note on the elastic-plastic bending of rectangular plates: A new approach

1994 ◽  
Vol 10 (7) ◽  
pp. 749-759 ◽  
Author(s):  
R.K. Jain ◽  
J. Mazumdar
2005 ◽  
Vol 47 (1) ◽  
pp. 121-130
Author(s):  
J. Mazumdar ◽  
A. Ghosh ◽  
J. S. Hewitt ◽  
P. K. Bhattacharya

AbstractA simple and efficient method for the analysis of the elastic-plastic bending of shallow shells is presented. The method is based upon the concept of contour lines of equal deflection on the surface of the shell, and uses Illyushin's theory of plastic deformation. As an illustration of the method, a technically interesting example of a shallow elliptic elastic dome is examined. Results are obtained for increasing loads and varying aspect ratios, and are illustrated graphically. The application of the method to other shell geometries is quite straightforward.


1969 ◽  
Vol 5 (12) ◽  
pp. 1314-1318
Author(s):  
V. I. Myachenkov ◽  
A. A. Repin

1971 ◽  
Vol 97 (7) ◽  
pp. 1863-1878
Author(s):  
Gerald W. May ◽  
Kurt H. Gerstle

1972 ◽  
Vol 98 (8) ◽  
pp. 1874-1875
Author(s):  
Gerald W. May ◽  
Kurt H. Gerstle

2001 ◽  
Author(s):  
Kamal Sh. Babamuratov ◽  
Rustam A. Abirov

Abstract In this report results of systematic researches of the experimental-theoretical CL-computer (complex loading) method, offered by Ilyushin for solving of problem of strength and strains of elastic-plastic bodies at an incomplete theoretical information about the equations of relation between stresses and strains and the method of appraisal of reliability of plasticity problems’ solution are given. Homogeneous and nonhomogeneous problems for element of construction in form of the rods, plates, shell are accomplished. The results of numerical and CL experiments indicate on perspectivity of considered methods for calculations and projection of responsible designs in an engineering and building.


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