Factors Determining a Level of Constructional Steel Sensitivity to Stress Concentration
S. O. Kotrechko, V. M. Grishchenko, S. O. Mamedov
G. V. Kurdyumov Institute for Metal Physics, NAS of Ukraine, 36 Academician Vernadsky Blvd., UA-03142 Kyiv, Ukraine
Received: 18.02.2015; final version - 16.03.2015. Download: PDF
The work is concerned with revealing of factors, which influence the ability of constructional steels to resist brittle fracture under the conditions of ‘stress concentration’. Derived from the analysis of contemporary knowledge on both the origin and the loss of stability in fresh cracks around the ultimate small volume of ‘process zone’ at the tip of concentrator, the degree of local stress of initiation fracture exceeding brittle strength $R_{MC}$ (coefficient $k_{V} = \sigma_{f}/R_{MC}$) is one of the basic indicators of constructional-steels’ capability to resist brittle fracture under the stress concentration influence. The dependences of $k_{V}$ variation on strength of steel and its structural state are determined. The ranges of strength are determined, in which constructional steels with different structures possess the strongest resistance to the stress concentrations.
Key words: brittle fracture, stress concentrator, constructional steels.
URL: http://mfint.imp.kiev.ua/en/abstract/v37/i05/0649.html
DOI: https://doi.org/10.15407/mfint.37.05.0649
PACS: 02.70.Dh, 46.50.+a, 62.20.mj, 62.20.mm, 62.20.mt, 81.40.Np, 81.70.Bt
Citation: S. O. Kotrechko, V. M. Grishchenko, and S. O. Mamedov, Factors Determining a Level of Constructional Steel Sensitivity to Stress Concentration, Metallofiz. Noveishie Tekhnol., 37, No. 5: 649—663 (2015) (in Russian)