Calculation-experimental investigation of the stress-strain state of a high-pressure vessel

1984 ◽  
Vol 16 (9) ◽  
pp. 1221-1225
Author(s):  
V. A. Strizhalo ◽  
N. K. Kucher ◽  
�. V. Chechin ◽  
P. N. Kes'yan ◽  
I. K. Potapov
2019 ◽  
Vol 85 (1(I)) ◽  
pp. 49-56 ◽  
Author(s):  
A. M. Lepikhin ◽  
V. V. Moskvichev ◽  
A. E. Burov ◽  
E. V. Aniskovich ◽  
A. P. Cherniaev ◽  
...  

The results of unique experimental studies of the strength and service life of a metal-composite high-pressure tank are presented. The goal of the study is to analyze the fracture mechanisms and evaluate the strength characteristics of the structure. The methodology included tests of full-scale samples of the tank for durability under short-term static, long-term static and cyclic loading with internal pneumatic pressure. Generalized test results and data of visual measurements, instrumental and acoustic-emission control of deformation processes, accumulation of damages and destruction of full-scale tank samples are presented. Analysis of the strength and stiffness of the structure exposed to internal pneumatic pressure is presented. The types of limiting states of the tanks have been established experimentally. Change in the stress-strain state of the tank under cyclic and prolonged static loading is considered. Specific features of the mechanisms of destruction of a metal-composite tank are determined taking into account the role of strain of the metal liner. The calculated and experimental estimates of the energy potential of destruction and the size of the area affected upon destruction of the tank are presented. Analysis of test results showed that the tank has high strength and resource characteristics that meet the requirements of the design documentation. The results of the experiments are in good agreement with the results of numerical calculations and analysis of the stress-strain state and mechanisms of destruction of the metal-composite tank.


1984 ◽  
Vol 19 (4) ◽  
pp. 470-475
Author(s):  
V. U. Kotel'nikov ◽  
S. V. Mokryi ◽  
I. A. Sergeev ◽  
A. A. Chernov ◽  
G. I. Yurin

2017 ◽  
Vol 49 (5) ◽  
pp. 666-675 ◽  
Author(s):  
A. E. Burov ◽  
A. M. Lepihin ◽  
N. A. Makhutov ◽  
V. V. Moskvichev

Author(s):  
E. S. Enkina ◽  
◽  
A. L. Tukkiya ◽  
A. V. Melnikov ◽  
O. V. Golykh ◽  
...  

Up to now, the performance of the metal beam as a part of brick vault has been studied very little. There was carried out an in-place test of the vaulted brick slab section to explore the stress-strain state of the beam. The method of conducting the in-place test of the metal beam as a part of brick vault is described and the test results are submitted. Based on the results of the study, the authors have come to the conclusion that the bearing capacity of the metal beam is sufficiently high under the regarded conditions.


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