Determination of buckling mode for braced elastic–plastic frames

2007 ◽  
Vol 29 (10) ◽  
pp. 2487-2496 ◽  
Author(s):  
G.S. Tong ◽  
G.R. Xing
Keyword(s):  
Buckling Mode ◽  
Elastic Plastic ◽  
Elastic Plastic Frames

Closure to “Behavior of Elastic-Plastic Frames”

1969 ◽  
Vol 95 (11) ◽  
pp. 2513-2515
Author(s):  
Alfred Korn ◽  
Theodore V. Galambos
Keyword(s):  
Elastic Plastic ◽  
Elastic Plastic Frames

scholarly journals Calculation of thin isotropic shells beyond the elastic limit by the method of elastic solutions

2018 ◽  
Vol 196 ◽  
pp. 01014 ◽  
Author(s):  
Avgustina Astakhova
Keyword(s):  
Elastic Limit ◽  
Physical Nonlinearity ◽  
Elasticity Tensor ◽  
Thin Shells ◽  
Equilibrium Equations ◽  
Spherical Shells ◽  
Plastic Deformations ◽  
Elastic Plastic ◽  
Internal Forces

The paper focuses on the model of calculation of thin isotropic shells beyond the elastic limit. The determination of the stress-strain state of thin shells is based on the small elastic-plastic deformations theory and the elastic solutions method. In the present work the building of the solution based on the equilibrium equations and geometric relations of linear theory of thin shells in curved coordinate system α and β, and the relations between deformations and forces based on the Hirchhoff-Lave hypothesis and the small elastic-plastic deformations theory are presented. Internal forces tensor is presented in the form of its expansion to the elasticity tensor and the additional terms tensor expressed the physical nonlinearity of the problem. The functions expressed the physical nonlinearity of the material are determined. The relations that allow to determine the range of elastic-plastic deformations on the surface of the present shell and their changing in shell thickness are presented. The examples of the calculation demonstrate the convergence of elastic-plastic deformations method and the range of elastic-plastic deformations in thickness in the spherical shell. Spherical shells with the angle of half-life regarding 90 degree vertical symmetry axis under the action of equally distributed ring loads are observed.

Dynamic Analysis of Elastic-Plastic Frames

1964 ◽  
Vol 90 (2) ◽  
pp. 315-346 ◽  
Author(s):  
Arthur C. Heidebrecht ◽  
Seng-Lip Lee ◽  
John F. Flemming
Keyword(s):  
Dynamic Analysis ◽  
Elastic Plastic ◽  
Elastic Plastic Frames
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