DETERMINATION METHOD CONCENTRATION OF TENSION IN SINGULAR POINTS OF DESIGN CONNECTIONS MADE FROM DIFFERENT MATERIALS
The classical problem about the state of stress near rigidly fixed end surface of the stretchable shaft was considered in article. On the other hand, these results are dissonant in two relations: first, the salient point belongs to the free flank surface of a shaft on which tension are equal zero, nether that infinity. Secondly, infinite tension must conform infinite deformations, in particular, the shear deformations must defining an angle of slope of a flank surface of a core in the deformed condition to the basis/ Last fact means that it is no reasonless to search the solution of posed problem in geometrically liner statement.