344
25 Building a Shear Resistance Operator
If the yield stress of a hardening material is not sensitive to loading time until the
yield onset, then = 0; the yield stress then coincides with the elastic limit.
Finally, if hardening curves obtained for various test rates can be aligned by
parallel transfer, then for such material ε = 0.
References
1. M. Leonov, Osnovnye postulaty teorii plastichnosti [The Basic Postulates of the Theory of
Plasticity], DAN SSSR [Reports of the USSR Academy of Sciences], no. 1, vol. 199 (1971),
pp. 51–54
2. M. Leonov, K. Rusinko, Analiticheskoe issledovanie ehffekta Baushingera pri kruchenii
[Analytical study of the effect Bauschinger at torsion], in Deformatsiya neuprogogo tela :
sb. nauchn. tr. [Deformation Neuprugogo Body: Collection of Scientific Work] (Izd-vo Ilim
Publication, Frunze, 1971), pp. 15–30
3. M. Leonov, V. Molotnikov, B. Rychkov, The development of the concept the slip theory of
plasticity, in XIII International Congress According to the Theoretical and Applied Mekh-ks
(IUTAM) (IUTAM Publication, Moscow, 1972), pp. 31–32
4. E. Lomakin, A. Mel’shanov, Povedenie malouglerodistoi stali pri rastyazhenii [Behavior of
Low Carbon Steel at Stretching]. Izv. AN SSSR, Mekhan. tv. tela, no. 4 (1971), pp. 150–158
5. K. Rusinko, Nekotorye voprosy deformatsii plastichnykh i khrupkikh tel [Some of the issues
of deformation in ductile and brittle solids], Dr. philos. sci. diss. Novosibirsk, Siberian branch
of the USSR Academy of Sciences Publ., 1971, 241 p., PhD Thesis, Institute of Mechanics of
the USSR Academy of Sciences, 1971
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