Contact problems of the theory of plasticity for complex loading

1984 ◽  
Vol 48 (3) ◽  
pp. 341-347
Author(s):  
V.I. Kuz'menko
1985 ◽  
Vol 7 (4) ◽  
pp. 1-8
Author(s):  
Dao Huy Bich

In order to solve the non- linear boundary value problem of the theory of plasticity with complex loading different approximate methods are proposed as the followings: method of elastic solution, method of- variable elastic- parameters, method of finite elements combined with iterate method and others. Those methods transfer non- linear problem to a set of linear problems, problems of the theory of elasto plastic processes with middle curvature. The convergence of these principal method is considered.


Author(s):  
V.G. Zubchaninov

The paper discusses the question of the reliability and applicability of the general laws of the mathematical theory of plasticity. In a new direction of the theory of plasticity (the theory of elastic-plastic deformation processes) the isotropy postulate is given, which establishes the invariance of the connection between stresses and strains. However, this invariance during orthogonal transformations of the image of the process and its vectors in the linear coordinate space can be violated due to a change in the invariants of the form of the stress-strain state. However, numerous experiments show that the influence of these invariants is weak and can be neglected. In the theory of flow, the main hypothesis is the assumption of the decomposition of total deformations into elastic and plastic parts. Such decomposition under complex loading is impossible and contradicts the concept of the complete and incomplete plastic states of the material. This article shows that the flow theory is a special case of the theory of processes. An extended version of the theory of flow is obtained, which can be used for medium-curvature deformation trajectories, and which makes it possible to use the hypothesis of decomposition of total deformations in the theory of flow.


1996 ◽  
Vol 18 (4) ◽  
pp. 14-22
Author(s):  
Vu Khac Bay

Investigation of the elastic state of curve beam system had been considered in [3]. In this paper the elastic-plastic state of curve beam system in the form of cylindrical shell is analyzed by the elastic solution method. Numerical results of the problem and conclusion are given.


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