Determination of the brinell hardness of P/M iron-base materials

1982 ◽  
Vol 21 (6) ◽  
pp. 496-501
Author(s):  
A. E. Kushchevskii
Materials ◽  
2020 ◽  
Vol 13 (19) ◽  
pp. 4439
Author(s):  
Maciej Kotyk

The article presents the results of the author’s tests involving the determination of the maximal experimental value of the stress intensity factor KQ. This value was determined for a layered material obtained as the result of explosive welding of three alloys: AA2519, Ti6Al4V and AA1050, and separately for each material. In both cases tests were conducted for two temperatures—the ambient temperature (293 K), and cryogenic temperature (77 K). A model for initial assessment of the KQ value of AA2519–AA1050–Ti6Al4V (Al–Ti) layered material has also been presented. The proposed model has been developed so as to enable the determination of the curve course of load–COD for Al–Ti layered material using nominal stresses defined on the basis of a real load–COD course, obtained for the base materials, for both temperature conditions.


1958 ◽  
Vol 22 (10) ◽  
pp. 508-512 ◽  
Author(s):  
Tokunosuke Nakazima ◽  
Masao Takahashi ◽  
Hiroshi Kawaguchi

2021 ◽  
Vol 263 ◽  
pp. 02009
Author(s):  
Evgeny Gvozdev

The object of the scientific research is buildings (structures), which requiring the determination of a reliability indicator for their further operation in new operating conditions, the determination of additional loads in the form of (explosions, fires, vibration processes). The solution to such problems is relevant for buildings (structures), which are acquired (leased) by the owner, for their further operation in the new conditions of the technological process associated with the handling, storage, processing and production of fire and explosion hazardous substances (materials). It is important to determine the readiness of buildings (structures) for operation in the new conditions of functioning of the technological process of production, it is proposed to use deterministic, statistical and probabilistic approaches. It is proposed to use a simplified assessment of the safety margin of a building (structure) by yield strengths (for steel elements) and strength (for base materials, load-bearing walls, partitions and ceilings) corresponding to the maximum allowable values for their destruction. The innovative approach is described that allows us to solve the problems of assessing the strength reliability of structural elements of buildings (structures) to obtain guaranteed characteristics of a given margin of safety, its resistance to possible realized effects (explosions, fires, vibration processes)


1976 ◽  
Vol 15 (10) ◽  
pp. 759-761
Author(s):  
A. Yu. Kem ◽  
S. S. Miroshnikov ◽  
É. N. Popov

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