scholarly journals Estimation of pipeline systems flexible connecting pipe strength properties based on numerical study of strain-stress state

2021 ◽  
Vol 1791 ◽  
pp. 012024
Author(s):  
M Yu Sergaeva ◽  
I M Strokov ◽  
A A Sergaev
2020 ◽  
Vol 8 (1) ◽  
pp. 082-089
Author(s):  
M. Yu. Sergaeva ◽  
◽  
I. M. Strokov ◽  
А. А. Sergaev ◽  
◽  
...  

В настоящее время для трубопроводных систем разрабатываются виброизолирующие конструкции на основе резинокордных оболочек. Основная роль компенсирующего патрубка - это исключение передачи усилий от действия давления рабочей среды в полости трубопровода на фланцы и присоединяемые механизмы. Для оценки прочностных характеристик резинокордного патрубка на основе численного исследования используется трехмерная модель, армированная балочными элементами. В результате проведен расчет напряженно-деформированного состояния резинокордной оболочки и фланцевого соединения патрубка. Определенные аспекты исследования необходимо учитывать при проектировании и эксплуатации конструкций патрубков на основе армированных оболочек.


2015 ◽  
Vol 1085 ◽  
pp. 486-491 ◽  
Author(s):  
Pavel Radchenko ◽  
Andrey Radchenko ◽  
Stanislav Batuev

The strain-stress state of the solid propellant rocket engines (SPRE) is simulated under impact. Orthotropic organoplastic is the material of the shell. The effect of orientation of elastic and strength properties of the shell material on the strain-stress state of the solid propellant is investigated. Normal interaction of single steel cylinder strikers and oblique impact, both simultaneous and at different times of multiple, converging steel spheric particles with SPRE are considered in the work. The investigation is conducted numerically. The numerical modeling was carried out in three-dimensional statement by a method of finite elements in frameworks of the continual approach of the mechanics of deformable solid. The destruction of the anisotropic material is described by tensor polynomial criterion of the fourth degree, which takes into account the influence of hydrostatic pressure.


2019 ◽  
Vol 974 ◽  
pp. 672-675
Author(s):  
Evgenii E. Ustimenko ◽  
Sergey V. Skachkov

This work is performed within the study of framed structures with thin-walled profile elements. The results are provided for a numerical study of a three-bolt connection of a thin-walled galvanized plate with thickness of 1.5 mm and a metal-roll plate with thickness of 3 mm with the use of bolts with adjustable stress. Analytical models were created with the use of 3D elements in the Ansys software, taking into account strength properties of the materials.


Energies ◽  
2019 ◽  
Vol 12 (19) ◽  
pp. 3707 ◽  
Author(s):  
Liu ◽  
Habibi ◽  
Chai ◽  
Wang ◽  
Chen

Buried pipeline systems play a vital role in energy storage and transportation, especially for fluid energies like water and gas. The ability to locate buried pipes is of great importance since it is fundamental for leakage detection, pipeline maintenance, and pipeline repair. The vibro-acoustic locating method, as one of the most effective detection technologies, has been studied by many researchers. However, previous studies have mainly focused on vibro-acoustic propagation in buried water pipes. Limited research has been conducted on buried gas pipes. In this paper, the behavior of gas-dominated wave motion will be investigated and compared against water-dominated wave motion by adapting an established analytical model of axisymmetric wave motion in buried fluid-filled pipes. Furthermore, displacement profiles in spatial domain resulting from gas-dominated wave in buried gas pipeline systems will be analyzed, and the effects of pipe material, soil property, as well as mode wave type will be discussed in detail. An effective radiation coefficient (ERC) is proposed to measure the effective radiation ability of gas-dominated wave and water-dominated wave. It is observed that the gas-dominated wave in gas pipes cannot radiate into surrounded soil as effectively as water-dominated wave in water pipes because of the weak coupling between gas and pipe-soil. In this case, gas-dominated wave may not be the best choice as the target wave for locating buried gas pipes. Therefore, the soil displacements result from the shell-dominated wave are also investigated and compared with those from gas-dominated wave. The results show that for buried gas pipes, the soil displacements due to radiation of shell-dominated wave are stronger than gas-dominated wave, which differs from buried water pipe. Hence, an effectively exciting shell-dominated wave is beneficial for generating stronger vibration signals and obtaining the location information. The findings of this study provide theoretical insight for optimizing the current vibro-acoustic method when locating buried gas pipes.


2015 ◽  
Vol 725-726 ◽  
pp. 648-653 ◽  
Author(s):  
Ekaterina A. Nekliudova ◽  
Artem S. Semenov ◽  
S.G. Semenov ◽  
Boris E. Melnikov

A stress state of the partially damaged underground steel pipeline after reconstruction by means of the fiberglass composite material is considered. The strength properties of the composite are determined experimentally. The effective elastic moduli of the composite are determined by means of the finite element homogenization. Tsai-Wu failure criterion is used for the composite part of the pipeline. The influence of geometrical parameters and loading conditions on the safety factor of the pipeline is analyzed and discussed.


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