Numerical study of Geostationary Orbit thermal cycle effects of a tubular adhesive joint: Dynamic behavior

2019 ◽  
Vol 96 (16) ◽  
pp. 1431-1448
Author(s):  
Mohsen Barzegar ◽  
Majid Mokhtari
Author(s):  
François Berot ◽  
Hervé Dourlens

This paper describes the synchronous vibration instability problem that occurred on a series of large overhung centrifugal compressors. The first part of this paper deals with the identification and display of the instability phenomenon: cyclic vibration amplitude variations and phase angle rotation occuring during testing of overhung centrifugal compressors. After numerical simulations and analysis of the test results, the bearing design has been identified as the cause of the problem. The second part describes the numerical study of the instability of the compressor. This problem is related to the eccentricity of the shaft in the bearing and to the shape of its orbit. We have investigated and propose different solutions to avoid this unstable dynamic behavior. These solutions have been tested on different compressors and have confirmed the results of the numerical analysis. The third part reminds a link between the thermal effect occurring in the bearings, the numerical results and the tested dynamic behavior of the compressor. Recently, some authors such as Keogh et al. (1994) and Liebich et al. (1994) have noticed and studied this unstable behavior. Althougth the nature of the phenomenon seems to be known (de Jongh et al., 1984) (Faulkner et al., 1997a, 1997b), no universal technical solution to this important problem has been found. The contribution of this work is to present another case of the influence of the thermal effect on the dynamic behavior of an overhung compressor. We present the typical symptoms of the phenomenon, explain it, and propose the solutions we have used to avoid the problem.


2014 ◽  
Vol 941-944 ◽  
pp. 1629-1632 ◽  
Author(s):  
Ye Sheng Zhong ◽  
Li Ping Shi ◽  
Ming Wei Li ◽  
Jia Yu ◽  
Jian Han Liang ◽  
...  

A numerical study using finite element analysis (FEA) was performed to investigate the thermal, shear and radial stresses developed in MAO coating on substrate of TC4 under thermal cycle loading. The four-node quadrilateral thermal solid element PLANE55 and four-node quadrilateral structural solid element PLANE42 with axisymmetric option was used to model the temperature distribution and thermal stress field of the MAO coating on TC4 substrates. The thermal stress, radial stress and shear stress along the thickness in film/substrate system are analyzed systematically under different thermal cycle loading. It is found that the thermal stress of MAO coating exhibits a linear relationship with thickness of substrate, but it exhibit a parabolic relationship with the thickness of the coating. The radial stress and shear stress distribution of the coating–substrate combination are also calculated. It is observed that high tensile shear stress of MAO coating on TC4 substrate reduces its adhesive strength but high-compressive shear stress improves its adhesive strength.


Energies ◽  
2018 ◽  
Vol 11 (7) ◽  
pp. 1630 ◽  
Author(s):  
Ming Zhang ◽  
David Valentin ◽  
Carme Valero ◽  
Mònica Egusquiza ◽  
Weiqiang Zhao

2017 ◽  
Author(s):  
Zun Wang ◽  
Yi Zhang ◽  
Christophe lenormand ◽  
Mohammed Ansari ◽  
Manuel Henner

Author(s):  
Ольга Владимировна Дудко ◽  
Александр Анатольевич Манцыбора

В работе представлены результаты численного решения двумерных автомодельных задач динамики деформирования горных пород в условиях плоской деформации. Для описания динамического поведения материалов под действием ударной нагрузки выбрана модель разномодульной изотропно-упругой среды с сингулярной зависимостью между напряжениями и деформациями. Проведена серия вычислительных экспериментов для различных материалов и параметров краевых условий. В результате сделан вывод о существенном влиянии знака материальных констант, отвечающих в модели за проявление разномодульности, на характер решения в целом и поведение возникающих волн деформаций в частности. The paper presents the results of numerical solving 2D self-similar problems of the dynamic deformation of rocks under plane strain conditions. To describe the dynamic behavior of materials in question under the action of a shock load, a model of an isotropic-elastic heteromodular medium with a singular dependence between stresses and deformations is chosen. A series of computational experiments was carried out for various materials and parameters of the boundary conditions. As a result, it has been concluded that the sign of the material constants responsing for the manifestation of different modularity in the model equations has a significant effect on the solution as a whole and the behavior of the arising deformation waves in particular.


2021 ◽  
Vol 83 (4) ◽  
pp. 771-780
Author(s):  
Hengliang Guo ◽  
Ye Guo ◽  
Biao Huang ◽  
Jiachun Liu

Abstract Rapid filling in horizontal partially filled pipes with entrapped air may result in extreme pressure transients. This study advanced the current understanding of dynamic behavior of entrapped air above tailwater (the initial water column with a free surface in a partially filled pipe) through rigid-column modeling and sensitivity analysis of system parameters. Water and air were considered as incompressible fluid and ideal gas, respectively, and the continuity and momentum equations for water and a thermodynamic equation for air were solved by using the fourth order Runge-Kutta method. The effects of system parameters were examined in detail, including tailwater depth, entrapped air volume, driving head, pipe friction, and relative length of entrapped air and pipe. The results indicate that the presence of tailwater can mitigate the peak pressure when with identical initial volumes of entrapped air, as it can be considered to reflect a certain amount of loss of the net driving head. However, the peak pressure can increase as much as about 45% for the cases with fixed pipe length, due to the reduction in the initial entrapped air volume. The rise time for the first peak pressure was closely related to pipe friction, whereas the oscillation period (defined as the time duration between the first and second peaks) was virtually irrelevant. The applicability of the rigid-column model was discussed, and a time scale relevant indicator was proposed. When the indicator is larger than 20, the relative difference between the peak pressure estimation and experimental measurements is generally below 5%.


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