Influence of Texture and Hydrogenation on the Mechanical Properties and Character of Fracture of Pipe Steel

2019 ◽  
Vol 55 (3) ◽  
pp. 381-385 ◽  
Author(s):  
P. О. Marushchak ◽  
N. V. Kret ◽  
R. Т. Bishchak ◽  
І. М. Kurnat
2011 ◽  
Vol 41 (4) ◽  
pp. 351-355 ◽  
Author(s):  
D. F. Sokolov ◽  
A. A. Vasil’ev ◽  
N. G. Kolbasnikov ◽  
S. F. Sokolov

2019 ◽  
Vol 17 ◽  
pp. 230-237
Author(s):  
Jan Kec ◽  
Ivo Černý ◽  
Adam Poloch ◽  
Barbora Kyselá ◽  
Miloslav Poupa ◽  
...  

2020 ◽  
Vol 299 ◽  
pp. 335-339
Author(s):  
Sergei I. Platov ◽  
V.A. Nekit ◽  
M.L. Krasnov

A study of the mechanical properties of the finished metal products was carried out. All types of metal products are subjected to continuous quality control, both on the production output at the manufacturer of billets, and on the production entrance at the consumer of metal. Control subject are: strength characteristics (tensile strength σв and yield stress σ02 and the characteristics of plasticity (relative elongation δ and relative necking ψ). The pipe steels have another important controlled characteristic: the impact toughness КСU-60. All the test methods are the destroying ones and are characterized by high complexity. The task of reducing the types of tests, the introduction of a comprehensive indicator of product quality is an urgent technical task. The purpose of this work is to study the regularities of changes in the indicators that determine the quality of the sheet metal from the pipe steel.


2019 ◽  
Vol 822 ◽  
pp. 79-86
Author(s):  
Anastasiya Y. Doroshchenkova

Specimens of pipe steel of increased strength grade type K56-K60, with different values of impact toughness (KCV) were investigated: a metallographic examination of the specimens’ structure was carried out by optical and electron scanning microscopy methods. The interrelation of the microstructure with mechanical properties, in particular with impact toughness and their influence on the nature of fracture pattern is established.


2014 ◽  
Vol 638-640 ◽  
pp. 127-131 ◽  
Author(s):  
Ping Guan ◽  
Lan Xiang Chen

In order to exert the force performance of steel tubular columns filled with steel-reinforced concrete, the focus of the paper is about the influence of load condition on flexural mechanical properties and the shear mechanical properties of the composite columns. The two types of loading conditions are: 1.Steel pipe, steel placed in the steel tube and concrete subject to compressive load simultaneously; 2.Compressive load acts on steel and concrete. The results show that the calculated results based on ADINA and the experimental ones are in agreement well. The calculated results also show that the load condition has no influence on flexural mechanical properties, but has a great influence on shear mechanical properties of the composite columns.


2021 ◽  
Vol 64 (1) ◽  
pp. 28-37
Author(s):  
N. S. Surikova ◽  
I. V. Vlasov ◽  
L. S. Derevyagina ◽  
A. I. Gordienko ◽  
N. A. Narkevich

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