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Number of results: 13
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Abstract

Most studies on solenoid valves (SVs) assumed that the armature is concentrically positioned in the sleeve. Under this assumption the transversal component of the magnetic force is equal zero. The article presents an analytical calculation model for the estimation of the armature eccentricity. Using this model the eccentricity was calculated as a function of the sleeve thickness and the hydraulic clearance between the armature and the sleeve. After finding the eccentricity also the permeance of the radial air gap was calculated. This permeance has a direct influence on the drop of the magnetomotive force in the magnetic circuit and finally influences also the axial component of the magnetic force. In the article a calculation of both transversal and axial components of the magnetic force was carried out and presented in the appendix to the article.

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Authors and Affiliations

Robert Goraj
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Abstract

The axial crumpling of frusta in the axisymmetric "concertina" mode is examined. A new theoretical model is developed in which the inward folding in both cylinders and frusta is addressed. The results were compared with previous relevant models as well as experimental findings. The flexibility of the model was substantiated by its capability of describing and estimating the inward folding in frusta in general as well as in cylinders as a special case. A declining trend of the eccentricity dependence with the D/t ratio was found in contrast with a previous theory which suggests total independency. ABAQUS 14-2 finite element software was employed to simulate the thin tube as a 3-D thin shell part. Numerical simulations of the process were found to, firstly, underestimate the theoretical values of inward folding in general, secondly anticipate more underestimations as the tubes become thinner and/or have larger apex angle, and finally anticipate as low as 300 apical angle frusta to revert its mode of deformation to global inversion.
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Bibliography

[1] F.C. Bardi and S. Kyriakides. Plastic buckling of circular tubes under axial compression–part I: Experiments. International Journal of Mechanical Sciences, 48(8):830–841, 2006. doi: 10.1016/j.ijmecsci.2006.03.005.
[2] J.M. Alexander. An approximate analysis of the collapse of thin cylindrical shells under axial loading. The Quarterly Journal of Mechanics and Applied Mathematics, 13(1):10–15, 1960. doi: 10.1093/qjmam/13.1.10.
[3] A.A.K. Mohammed, M.N. Alam, and R. Ansari. Quasi-static study of thin aluminium frusta with linearly varying wall-thickness. International Journal of Crashworthiness, 25(5):473–484, 2020. doi: 10.1080/13588265.2019.1613762.
[4] A. Shiravand and M. Asgari. Hybrid metal-composite conical tubes for energy absorption; theoretical development and numerical simulation. Thin-Walled Structures, 145:106442, 2019. doi: 10.1016/j.tws.2019.106442.
[5] P. Sadjad, E.M. Hossein, and E.M. Sobhan. Crashworthiness of double-cell conical tubes with different cross sections subjected to dynamic axial and oblique loads. Journal of Central South University, 25:632–645, 2018. doi: 10.1007/s11771-018-3766-z.
[6] G. Lu , J.L. Yu , J.J. Zhang, and T.X. Yu. Alexander revisited: upper- and lower-bound approaches for axial crushing of a circular tube. International Journal of Mechanical Sciences, 206:106610, 2021. doi: 10.1016/j.ijmecsci.2021.106610.
[7] A. Sadighi, A. Eyvazian, M. Asgari, and A.M. Hamouda. A novel axially half corrugated thin-walled tube for energy absorption under axial loading. Thin-Walled Structures, 145:106418, 2019. doi: 10.1016/j.tws.2019.106418.
[8] M.Y. Abbood, and R.N. Kiter. On the peak quasi-static load of axisymmetric buckling of circular tubes. International Journal of Crashworthiness, 27(2):367–375, 2022. doi: 10.1080/13588265.2020.1807679.
[9] T. Wierzbicki, S.U. Bhat, W. Abramowicz, and D. Brodkin. Alexander revisited–-A two folding elements model of progressive crushing of tubes. International Journal of Solids and Structures, 29(4):3269–3288, 1992. doi: 10.1016/0020-7683(92)90040-Z.
[10] A.A. Singace, H. Elsobky, and T.Y. Reddy. On the eccentricity factor in the progressive crushing of tubes. International Journal of Solids and Structures, 32(24):3589-3602, 1995. doi: 10.1016/0020-7683(95)00020-B.
[11] H.E. Postlethwaite and B. Mills. Use of collapsible structural elements as impact isolators, with special reference to automotive applications. The Journal of Strain Analysis for Engineering Design, 5(1):58–73,1970. doi: 10.1243/03093247V051058.
[12] A.G. Mamalis, D.E. Manolakos, S. Saigal, G. Viegelahn, and W. Johnson. Extensible plastic collapse of thin-wall frusta as energy absorbers. International Journal of Mechanical Sciences, 28(4):219–229, 1986. doi: 10.1016/0020-7403(86)90070-6.
[13] A.G. Mamalis, D.E. Manolakos, G.L. Viegelahn, and W. Johnson. The modeling of the progressive extensible plastic collapse of thin-wall shells. International Journal of Mechanical Sciences, 30(3-4):249–261, 1988. doi: 10.1016/0020-7403(88)90058-6.
[14] N.K. Gupta, G.L. Prasad, and S.K. Gupta. Plastic collapse of metallic conical frusta of large semi-apical angles. International Journal of Crashworthiness, 2(4):349–366, 1997. doi: 10.1533/cras.1997.0054.
[15] A.A.A. Alghamdi, A.A.N. Aljawi, and T.M.N. Abu-Mansour. Modes of axial collapse of unconstrained capped frusta. International Journal of Mechanical Sciences, 44(6):1145–1161, 2002. doi: 10.1016/S0020-7403(02)00018-8.
[16] N.M. Sheriff, N.K. Gupta, R. Velmurugan, and N. Shanmugapriyan. Optimization of thin conical frusta for impact energy absorption. Thin-Walled Structures, 46(6):653–666, 2008. doi: 10.1016/j.tws.2007.12.001.
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Authors and Affiliations

Riyah N. Kiter
1
Mazin Y. Abbood
1
ORCID: ORCID
Omar H. Hassoon
2
ORCID: ORCID

  1. Department of Mechanical Engineering, College of Engineering, University of Anbar, Iraq
  2. Department of Production and Metallurgy Engineering, University of Technology, Baghdad, Iraq
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Abstract

In the paper modeling of main inductances for mathematical models of induction motors is applied to study the effects caused by a rotor eccentricity and saturation effects. All three possible types of eccentricity: static, dynamic and mixed are modeled. The most important parameters describing rotor eccentricity include self and mutual inductances of the windings. The structural changes of the permeance function as a result of eccentricity appearance and the Fourier spectra of inductances in occurrence of saturation for each case are determined in the paper. The presented algorithm can be used for the diagnostically specialized models of induction motors.

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Authors and Affiliations

Tomasz Węgiel
Konrad Weinreb
Maciej Sułowicz
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Abstract

Fault diagnosis and condition monitoring of synchronous machines running under load is a key determinant of their lifespan and performance. Faults such as broken rotor bars, bent shafts and bearing issues lead to eccentricity faults. These faults if not monitored may lead to repair, replacement and unforeseen loss of income. Researchers who attempted to investigate this kind of machine stopped at characterizing and deduced ways, types and effects of rotor eccentricity fault on the machine inductances using the winding function method. A modified closed-form analytical model of an eccentric synchronus reluctance motor (SynRM) is developed here taking into cognizance the machine dimensions and winding distribution for the cases of a healthy and unhealthy SynRM. This paper reports the study the SynRM under static rotor eccentricity using the developed analytical model and firming up the model with finite element method (FEM) solutions. These methods are beneficial as they investigated and presented the influence of the degrees of static eccentricity on the machine performance indicators such as speed, torque and the stator
current and assess the extent to which the machine performance will deteriorate when running with and without load. The results show that static eccentricity significantly affects the machine’s performance as the degree of eccentricity increases.
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Authors and Affiliations

Emmanuel Idoko
1
Gideon David Umoh
2
Pauline Ijeoma Obe
3
Benjamin Okwudili Mama
4
Emeka Simon Obe
5

  1. Department of Electrical and Electronics Engineering, Federal University of Agriculture, 970101 Makurdi, Benue State, Nigeria
  2. Department of Electrical Engineering, Maritime Academy, 523101 Oron, Akwa Ibom State, Nigeria
  3. Department of Industrial Technical Education, University of Nigeria, 410001 Nsukka, Enugu State, Nigeria
  4. Department of Civil Engineering, University of Nigeria, 410001 Nsukka, Enugu State, Nigeria
  5. Department of Electrical, Electronic and Telecommunications Engineering, Botswana International University of Science and Technology, Plot 10071 Boseja, Palapye, Botswana
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Abstract

Standard PN-EN 1992-1-1 for designing reinforced concrete structures gives a major priority to the issues relating to second-order effects, but presents in detail only two approximate calculation methods: the nominal stiffness method and the nominal curvature method. As regards the general method, only certain requirements and suggestions are provided. In typical situations, when the appropriate assumptions are satisfied, the approximate methods yield satisfactory results. However, in engineering practice one can come across several cases (e.g. very tall columns, columns with a cantilever for a gantry girder, and floor joists) in which the approximate methods will prove unreliable. This paper presents and discusses a procedural algorithm for analysing second-order effects using the general method. The algorithm is employed to perform exemplary calculations and their results are compared with the results yielded by the approximate methods commonly used by engineers. Moreover, areas in which the approximate methods can be unreliable are indicated. The analyses have confirmed the significant advantage of the general method over the approximate methods. Therefore it is worth popularizing this method, the more so that its calculation procedures can be to a large extent automated and dedicated computer programs can be developed.
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Authors and Affiliations

Janusz Pędziwiatr
1
ORCID: ORCID
Michał Musiał
1
ORCID: ORCID

  1. Wroclaw University of Science and Technology, Faculty of Civil Engineering, Wybrzeże Stanisława Wyspiańskiego 27, 50-370 Wrocław, Poland
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Abstract

In this work, the instability damage modes of yield state of a steel tube at the tension side of a rectangular steel tube-confined concrete (RCFST) column under eccentric compression were classified into two types based on the coupling effect of slenderness ratio (λ) and eccentricity ratio (γ). The two types include the unilateral compression yield failure mode with a smaller value of γ and tensile and compressive yield failure modes on both column sides with a larger value of γ. Further, the parametric analyses were performed by employing the finite element (FE) method and the analytical analysis to test 16 groups of RCFST columns by varying the γ value with different λ values. It was observed that the results of the analysis for the mechanical properties like the responses of load-strain ( P-ε) and RCFST column instability modes correlated well with the results obtained in the experiments. Furthermore, the proposed theoretical method could be used to investigate the roles of γ as a controller against the instability in RCFST columns when compared with λ.
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Authors and Affiliations

Zhengran Lu
1
ORCID: ORCID
Chao Guo
1
ORCID: ORCID

  1. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China
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Abstract

In order to study the mechanical behavior of concrete-filled steel tube(CFST) short column with different void ratios under a certain eccentricity. A fiber model of concrete-filled steel tube section with different void heights was established. Compared with existing model test data, the axial force and flexural moment strength models of concrete-filled steel tube columns with different void ratios were established. The results show that, in the case of different void ratios, the cross-section strength envelope shows an overall contraction tendency with the increase of void ratio, and each line is basically parallel. A model for calculating the coefficient of axial load degradation was established. The Han’s flexural moment strength model of the flexural component was revised, and the strength model of concrete-filled steel tube column under eccentric compression considering void ratio was established, which provides a theoretical basis and method for the safety assessment during the operation of concrete-filled steel tube arch bridges.
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Authors and Affiliations

Junxi Song
1
ORCID: ORCID
Zhuowei Han
2
ORCID: ORCID
Dawei Wang
2
ORCID: ORCID
Xiaorui Lu
2
ORCID: ORCID

  1. CCCC Fourth Highway Engineering Co.Ltd, Beijing 100176, China
  2. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, China
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Abstract

The work includes the results of numerical, analytical-numerical and experimental study into the influence of load eccentricities with regard to major axis on post-buckling behaviour and load-carrying capacity of thin-walled cold-formed steel lipped channel section columns. The study was solved by using the finite element method (code Ansys) with taking into consideration a full material characteristics in logarithmic strain system and geometric nonlinearities. The analytical-numerical solution was based on Koiter’s theory with an application of finite difference method (FDM). Some chosen results of numerical simulations have been compared to experimental results. The deformations of columns were registered by means of Digital Image Correlation Aramis System (DICAS) to observe the maps and the magnitude of displacements for adequate point of a load. The analyses showed that the decrease in maximum load in a dependency on the eccentricity value can be even 3 times minor in a comparison to the load-carrying capacity of axially loaded column.
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Authors and Affiliations

Leszek Czechowski
1
ORCID: ORCID
Maria Kotełko
1
ORCID: ORCID
Jacek Jankowski
1
ORCID: ORCID
Viorel Ungureanu
2
ORCID: ORCID
Annabella Sanduly
1
ORCID: ORCID

  1. Lodz University of Technology, Faculty of Mechanical Engineering, Stefanowskiego 1/15 street, 90-537 Lodz, Poland
  2. Department of Steel Structures and Structural Mechanics, Politehnica University of Timisoara, Romania
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Abstract

The present work deals with agitation of non-Newtonian fluids in a stirred vessel by Scaba impellers. A commercial CFD package (CFX 12.0) was used to solve the 3D hydrodynamics and to characterise at every point flow patterns especially in the region swept by the impeller. A shear thinning fluid with yield stress was modelled. The influence of agitator speed, impeller location and blade size on the fluid flow and power consumption was investigated. The results obtained are compared with available experimental data and a good agreement is observed. It was found that an increase in blade size is beneficial to enlargement of the well stirred region, but that results in an increased power consumption. A short distance between the impeller and the tank walls limits the flow around the agitator and yields higher power consumption. Thus, the precise middle of the tank is the most appropriate position for this kind of impeller.

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Authors and Affiliations

Houari Ameur
Mohamed Bouzit
Mustapha Helmaoui
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Abstract

To reduce the influence of the static unbalance on an infrared missile guidance system, a new static unbalance measure system for the gimbals axes has been developed. Considering the coupling effects caused by a mass eccentricity, the static balance condition and measure sequence for each gimbal axis are obtained. A novel static unbalance test approach is proposed after analyzing the dynamic model of the measured gimbal axis. This approach is to drive the measured gimbal axis to do sinusoidal reciprocating motion in a small angle and collect its drive currents in real time. Then the static unbalance of the measured gimbal axis can be obtained by the current multi-cycle integration. Also a measuring system using the proposed approach has been developed. A balanced simulator is used to verify the proposed approach by the load and repeatability tests. The results show the proposed approach enhances the efficiency of the static unbalance measurement, and the developed measuring system is able to achieve a high precision with a greater stability.
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Authors and Affiliations

Hui Yang
Yan Zhao
Min Li
Falin Wu
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Abstract

The distortion of air gap magnetic field caused by the rotor eccentricity contributes to the electromechanical coupling vibration of the brushless DC (BLDC) permanent magnet in-wheel motor (PMIWM) in electric vehicles (EV). The comfort of the BLDC in-wheel motor drive (IWMD) EV is seriously affected. To deeply investigate the electromechanical coupling vibration of the PMIWM under air gap eccentricity, the PMIWM, tyre and road excitation are analyzed first. The influence of air gap eccentricity on air gap magnetic density is investigated. The coupling law of the air gap and the unbalanced magnetic force (UMF) is studied. The coupling characteristics of eccentricity rate, air gap magnetic density, UMF, phase current and vibration acceleration are verified on the test bench in the laboratory. The mechanism of the electromechanical coupling vibration of the BLDC PMIWM under air gap static eccentricity (SE), dynamic eccentricity (DE) and hybrid eccentricity (HE) is revealed. DE and HE deteriorate the vibration acceleration amplitude, which contributes the electromechanical coupling vibration of the PMIWM. The research results provide a solid foundation for the vibration and noise suppression of the PMIWM in distributed drive EV.

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Authors and Affiliations

Y. Li
H. Wu
X. Xu
Y. Cai
X. Sun
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Abstract

This paper presents mechanical fault detection in squirrel cage induction motors (SCIMs) by means of two recent techniques. More precisely, we have analyzed the rolling element bearing (REB) faults in SCIM. Rolling element bearing faults constitute a major problem among different faults which cause catastrophic damage to rotating machinery. Thus early detection of REB faults in SCIMs is of crucial importance. Vibration analysis is among the key concepts for mechanical vibrations of rotating electrical machines. Today, there is massive competition between researchers in the diagnosis field. They all have as their aim to replace the vibration analysis technique. Among them, stator current analysis has become one of the most important subjects in the fault detection field. Motor current signature analysis (MCSA) has become popular for detection and localization of numerous faults. It is generally based on fast Fourier transform (FFT) of the stator current signal. We have detailed the analysis by means of MCSA-FFT, which is based on the stator current spectrum. Another goal in this work is the use of the discrete wavelet transform (DWT) technique in order to detect REB faults. In addition, a new indicator based on the MCSA-DWT technique has been developed in this study. This new indicator has the advantage of expressing itself in the quantity and quality form. The acquisition data are presented and a comparative study is carried out between these recent techniques in order to ensure a final decision. The proposed subject is examined experimentally using a 3 kW squirrel cage induction motor test bed.

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Authors and Affiliations

N. Bessous
S. Sbaa
A.C. Megherbi
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Abstract

In the paper, the authors investigate the assumptions concerning checking calculations of a sliding bearing with a floating ring. The adiabatic model of the bearing is used for the calculations. Particular design stages are depicted in the form of a structural chart. The proper work conditions of the bearing are formulated and discussed. For the presented calculation example, the authors have determined the area of feasible solutions. In the conclusion, the authors formulate suggestions that might be useful for the designers who deal with these types of bearings.

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Authors and Affiliations

Aleksander Mazurkow

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