scholarly journals Huge local elastic strains in bulk nanostructured pure zirconia materials

2021 ◽  
Vol 806 ◽  
pp. 140817
Author(s):  
Taylan Ors ◽  
Fanny Gouraud ◽  
Vincent Michel ◽  
Marc Huger ◽  
Nathalie Gey ◽  
...  
2022 ◽  
Vol 6 (1) ◽  
Author(s):  
René Guinebretière ◽  
Taylan Ors ◽  
Vincent Michel ◽  
Elsa Thune ◽  
Marc Huger ◽  
...  

Author(s):  
I. I. Kravchenko

The paper considers the mathematical model development technique to build a vector field of the shape deviations when machining flat surfaces of shell parts on multi-operational machines under conditions of anisotropic rigidity in technological system (TS). The technological system has an anisotropic rigidity, as its elastic strains do not obey the accepted concepts, i.e. the rigidity towards the coordinate axes of the machine is the same, and they occur only towards the external force. The record shows that the diagrams of elastic strains of machine units are substantially different from the circumference. The issues to ensure the specified accuracy require that there should be mathematical models describing kinematic models and physical processes of mechanical machining under conditions of the specific TS. There are such models for external and internal surfaces of rotation [2,3], which are successfully implemented in practice. Flat surfaces (FS) of shell parts (SP) are both assembly and processing datum surfaces. Therefore, on them special stipulations are made regarding deviations of shape and mutual arrangement. The axes of the main bearing holes are coordinated with respect to them. The joints that ensure leak tightness and distributed load on the product part are closed on these surfaces. The paper deals with the analytical construction of the vector field F, which describes with appropriate approximation the real surface obtained as a result of modeling the process of machining flat surfaces (MFS) through face milling under conditions of anisotropic properties.


1995 ◽  
Vol 7 (39) ◽  
pp. L499-L502 ◽  
Author(s):  
Wenge Yang ◽  
Renhui Wang ◽  
Di-Hua Ding ◽  
Chengzheng Hu

2003 ◽  
Vol 524 (1-3) ◽  
pp. 102-112 ◽  
Author(s):  
P. Lagarde ◽  
S. Colonna ◽  
A.-M. Flank ◽  
J. Jupille

1965 ◽  
Vol 55 (1) ◽  
pp. 153-163
Author(s):  
H. Takeuchi ◽  
L. E. Alsop

Abstract Transitional equations are provided between the quantities obtained in theoretical studies of tidal deformation, loading, and free oscillations of the earth and the empirical quantities obtained from observations of these phenomena. Tables of theoretical quantities are provided so that estimates may be made of the values to be expected observationally. Several examples are discussed.


2013 ◽  
Vol 33 (2) ◽  
pp. 259-268 ◽  
Author(s):  
Cedric Patapy ◽  
Marc Huger ◽  
René Guinebretière ◽  
Nathalie Gey ◽  
Michel Humbert ◽  
...  

In certain problems of plastic flow, for example, a thick tube expanded by internal pressure, it is important to consider changes in the elastic strain of material which is flowing plastically in order to deduce the correct stress distribution and deformation. The usual plastic theory which neglects elastic strains in the plastic region may lead to considerable errors in certain cases. In this paper we review the theory of the deformation of a material under combined stresses which involves both elastic and plastic components of strain. The relationship between stress and strain is represented on a plane diagram, the reduced stress-strain diagram, which facilitates discrimination between the elastic and plastic components of strain and aids considerably the solution of certain problems. The diagram can also be used to express the relationships governing the dissipation of energy during plastic flow under combined stresses. The theory is applied to the deformation of a long thick tube under internal pressure with zero longitudinal extension. The solution is compared with that based on the usual theory which neglects elastic strains in the plastic region, revealing an error which reaches a maxi­mum of over 60% in the longitudinal stress distribution. The significance of the differences between the two solutions is discussed in detail.


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