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Number of results: 218
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Abstract

This paper presents the capabilities of ABAQUS finite-element program [1] in modelling sandwich beams and plates resting on deformable foundations. Specific systems of sandwich beams and plates separated by an elastic core layer were subjected to the action of point and distributed moving loads. A few theoretical examples are provided to present different techniques of modelling the foundations and the moving loads. The effects of the boundary conditions and of the foundation parameters on the deflections of the analysed structures are also presented.

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Authors and Affiliations

A. Zbiciak
M. Ataman
W. Szcześniak
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Abstract

The formulation of a plate finite element with so called ‘physical’ shape functions is revisited. The derivation of the ‘physical’ shape functions is based on Hencky-Bollé theory of moderately thick plates. The considered finite element was assessed in the past, and the tests showed that the solution convergence was achieved in a wide range of thickness to in-plane dimensions ratios. In this paper a holistic correctness assessment is presented, which covers three criteria: the ellipticity, the consistency and the inf-sup conditions. Fulfilment of these criteria assures the existence of a unique solution, and a stable and optimal convergence to the correct solution. The algorithms of the numerical tests for each test case are presented and the tests are performed for the considered formulation. In result it is concluded that the finite element formulation passes every test and therefore is a good choice for modeling plate structural elements regardless of their thickness.

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Authors and Affiliations

W. Gilewski
M. Sitek
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Abstract

This study was carried out on the background of Sutong Bridge project based on fracture mechanics, aiming at analyzing the growth mechanism of fatigue cracks of a bridge under the load of vehicles. Stress intensity factor (SIF) can be calculated by various methods. Three steel plates with different kinds of cracks were taken as the samples in this study. With the combination of finite element analysis software ABAQUS and the J integral method, SIF values of the samples were calculated. After that, the extended finite element method in the simulation of fatigue crack growth was introduced, and the simulation of crack growth paths under different external loads was analyzed. At last, we took a partial model from the Sutong Bridge and supposed its two dangerous parts already had fine cracks; then simulative vehicle load was added onto the U-rib to predict crack growth paths using the extended finite element method.

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Authors and Affiliations

H. Zhu
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Abstract

The present paper addresses the analysis of structural vibration transmission in the presence of structural joints. The problem is tackled from a numerical point of view, analyzing some scenarios by using finite element models. The numerical results obtained making use of this process are then compared with those evaluated using the EN 12354 standard vibration reduction index concept. It is shown that, even for the simplest cases, the behavior of a structural joint is complex and evidences the frequency dependence. Comparison with results obtained by empirical formulas reveals that those of the standards cannot accurately reproduce the expected behavior, and thus indicate that alternative complementary calculation procedures are required. A simple methodology to estimate the difference between numerical and standard predictions is here proposed allowing the calculation of an adaptation term that makes both approaches converge. This term was found to be solution-dependent, and thus should be evaluated for each structure.

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Authors and Affiliations

Jaime Ramis
Enrique Segovia
Jesús Alba
Jesús Carbajo
Luís Godinho
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Abstract

This research presents a method for the simulation of the magneto-mechanical system dynamics taking motion and eddy currents into account. The major contribution of this work leans on the coupling the field-motion problem considering windings as the current forced massive conductors, modelling of the rotor motion composed of two conductive materials and the torque calculation employing the special optimal predictor combined with the modified Maxwell stress tensor method. The 3D model of the device is analysed by the time stepping finite element method. Mechanical motion of the rotor is determined by solving the second order motion equation. Both magnetic and mechanical equations are coupled in the iterative solving process. Presented method is verified by solving the TEAM Workshop Problem 30.
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Authors and Affiliations

Jakub Bernat
Sławomir Stępień
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Abstract

Experimental design and computational model for predicting debonding initiation and propagation are of interest of scientists and engineers. The design and model are expected to explain the phenomenon for a wide range of loading rates. In this work, a method to measure and quantify debonding strength at various loading rates is proposed. The method is experimentally verified using data obtained from a static test and a pulse-type dynamic test. The proposed method involves the cohesive zone model, which can uniquely be characterized with a few parameters. Since those parameters are difficult to be measured directly, indirect inference is deployed where the parameters are inferred by minimizing discrepancy of mechanical response of a numerical model and that of the experiments. The main finding suggests that the design is easy to be used for the debonding characterization and the numerical model can accurately predict the debonding for the both loading cases. The cohesive strength of the stress-wave case is significantly higher than that of the static case; meanwhile, the cohesive energy is twice larger.
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Authors and Affiliations

Fergyanto E. Gunawan
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Abstract

The paper presents a spatial model of the satellite antenna with an arbitrary number of flexible arms. Such a system is an example of an open kinematic chain with a tree-like structure. The modification of the rigid finite element method is used to discretise flexible links. The equations of motion are derived from the Lagrange equations and the motion of the system is described using joint coordinates and homogenous transformations. Numerical simulations have been carried out to analyse how the method of extending the arms influences the dynamics of the system.

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Authors and Affiliations

Krzysztof Augustynek
Iwona Adamiec-Wójcik
Edmund Wittbrodt
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Abstract

Dry electrostatic precipitators (ESPs) are widely used for purification of exhaust gases in industrial applications. Maintenance of their high efficiency depends primarily on periodical cleaning of the collecting electrodes (CEs). Dust removal (regeneration of CEs) is realized by inducing periodical vibrations of the electrodes. The paper presents results of vibration modelling of a system of CEs; the results were obtained by means of the finite element method, the hybrid finite element method, the finite strip method and a model formulated using Abaqus. Numerical results are compared with those obtained from experimental measurements. Conclusions concerning numerical effectiveness and exactness of the methods are formulated and reasons for differences are discussed.

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Authors and Affiliations

Iwona Adamiec-Wójcik
Andrzej Nowak
Stanisław Wojciech
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Abstract

This paper presents a numerical investigation of the effects of lamination orientation on the fracture behaviour of rectangular steel wires for civil engineering applications using finite element (FE) analysis. The presence of mid-thickness across-the-width lamination changes the cup and cone fracture shape exhibited by the lamination-free wire to a V-shaped fracture with an opening at the bottom/pointed end of the V-shape at the mid-thickness across-the-width lamination location. The presence of mid-width across-the-thickness lamination changes the cup and cone fracture shape of the lamination-free wire without an opening to a cup and cone fracture shape with an opening at the lamination location. The FE fracture behaviour prediction approach adopted in this work provides an understanding of the effects of lamination orientation on the fracture behaviour of wires for civil engineering applications which cannot be understood through experimental investigations because it is impossible to machine laminations in different orientations into wire specimens.

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Authors and Affiliations

K.K. Adewole
S.J. Bull
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Abstract

Over the years laser welding has evolved as a fabrication process capable of overcoming the limitations of conventional joining methodologies. It facilitates the welding of diverse range of materials like metals, non-metals, polymers etc. Laser transmission welding is a technique employed for fabricating intricate shapes/contours in polymers with better precision compared to the other conventional processes. Nylon6, a synthetic semi-crystalline polymer is utilized as an engineering thermoplastic due to its high strength and temperature resistant properties. In the earlier researches, various welding techniques were employed for the fabrication of polymers and metals keeping the laser beam stagnant, and much emphasis was given only to temperature distribution along the different axes and limited attention was given to residual stress analysis. Therefore, in this research work, a three-dimensional time-dependent model using a moving laser beam is used to fabricate unreinforced Nylon6 specimens.

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Authors and Affiliations

Santosh Kumar Gupta
Pradip Kumar Pal
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Abstract

The present paper is devoted to the discussion and review of the non-destructive testing methods mainly based on vibration and wave propagation. In the first part, the experimental methods of actuating and analyzing the signal (vibration) are discussed. The piezoelectric elements, fiber optic sensors and Laser Scanning Doppler Vibrometer (SLDV) method are described. Effective detecting of the flaws needs very accurate theoretical models. Thus, the numerical methods, e.g. finite element, spectral element method and numerical models of the flaws in isotropic and composite materials are presented. Moreover, the detection of the damage in structures, which are subjected to cyclic or static loads, is based on the analyzing of the change in natural frequency of the whole structure, the change of internal impedance of the material and the change in guided waves propagating through the investigated structure. All these cases are characterized in detail. At the end of this paper, several applications of the structural health monitoring systems in machine design and operation are presented.

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Authors and Affiliations

Marek Barski
Piotr Kędziora
Aleksander Muc
Paweł Romanowicz
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Abstract

Magnetic properties of silicon iron electrical steel are determined by using standardized measurement setups and distinct excitation parameters. Characteristic values for magnetic loss and magnetization are used to select the most appropriate material for its application. This approach is not sufficient, because of the complex material behavior inside electrical machines, which can result in possible discrepancies between estimated and actual machine behavior. The materials’ anisotropy can be one of the problems why simulation and measurement are not in good accordance.With the help of a rotational single sheet tester, the magnetic material can be tested under application relevant field distribution. Thereby, additional effects of hysteresis and anisotropy can be characterized for detailed modelling and simulation.

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Authors and Affiliations

Gregor Bavendiek
Nora Leuning
ORCID: ORCID
Fabian Müller
Benedikt Schauerte
ORCID: ORCID
Andreas Thul
Kay Hameyer
ORCID: ORCID
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Abstract

Structural vibration damping via piezoelectric shunt circuits has received a great deal of attention recently as they are light, easy to use and provide for good vibration damping performance. This study investigates vibration damping of a clamped-free beam under harmonic excitations in the steady state. The damping control strategy utilises the piezoelectric properties of PZT materials and a shunt circuit consisting of series RLC elements in parallel configuration. The analysis was made for the first mode frequency and, at the same time, for the four resonance frequencies.
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Authors and Affiliations

Roman Filipek
Jerzy Wiciak
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Abstract

This paper presents a 3D finite element analysis of the effect caused by a blast inside a reinforced concrete tunnel. The simulated explosion was caused by the crash of a heavy vehicle transporting inflammable material (LPG). The finite element technique was used to analyze the structural problems on the tunnel reinforced concrete structure considering the fire action and the subsequent explosion (blast) effect, incorporating appropriate material models.
Through FEM software the tunnel behavior was described with regard to structural safety. Indeed, tunnels must be designed to withstand damage factors, so it is desirable that if such an explosion did occur, the tunnel should be able to return to service in safety as soon as possible with minor repairs. Therefore, following the presented analysis, the most important factors influencing the dynamic response and the damage of the structure could be identified. The simulation involved aspects of thermal analysis and structural problems and the tensions in the structure generated by the effect of temperature caused by the fire and by the blast overpressure were analyzed. Following this approach, the most important factors influencing the dynamic response and damage of structure can be identified and appropriate preventive measures can be designated.
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Bibliography

[1] F. Cirianni, G. Leonardi, and F. Scopelliti, “A methodology for assessing the seismic vulnerability of highway systems”, in: AIP Conference Proceedings, vol. 1020, no. 1, American Institute of Physics, pp. 864–871, 2008, DOI: 10.1063/1.2963925.
[2] J. Liu, Q. Yan, and J.Wu, “Analysis of blast wave propagation inside tunnel”, Transactions of Tianjin University, vol. 14, no. 5, pp. 358–362, 2008, DOI: 10.1007/s12209-008-0061-3.
[3] A. Van den Berg, and J. Weerheijm, “Blast phenomena in urban tunnel systems”, Journal of Loss Prevention in the Process Industries, vol. 19, no. 6, pp. 598–603, 2006, DOI: 10.1016/j.jlp.2006.03.001.
[4] D.B. Chang and C.S. Young, “Probabilistic estimates of vulnerability to explosive overpressures and impulses”, Journal of Physical Security, vol. 4, no. 2, pp. 10–29, 2010.
[5] M. Buonsanti, G. Leonardi, and F. Scopelliti, “3-D Simulation of shock waves generated by dense explosive in shell structures”, Procedia Engineering, vol. 10, pp. 1554–1559, 2011, DOI: 10.1016/j.proeng.2011.04.259.
[6] M. Buonsanti and G. Leonardi, “3-D simulation of tunnel structures under blast loading”, Archives of Civil and Mechanical Engineering, vol. 13, no. 1, pp. 128–134, 2013, DOI: 10.1016/j.acme.2012.09.002.
[7] ABAQUS Inc., ABAQUS Example Manual, 2014.
[8] ABAQUS Inc., ABAQUS Theory Manual, 2014.
[9] ABAQUS Inc., ABAQUS Analysis Manual, 2014.
[10] M.Nawar et al., “Numerical analysis of underground tunnels subjected to surface blast loads”, Frattura ed Integrità Strutturale, vol. 15, no. 55, pp. 159–173, 2020, DOI: 10.3221/IGF-ESIS.55.12.
[11] T. Lie and V. Kodur, “Thermal and mechanical properties of steel-fibre-reinforced concrete at elevated temperatures”, Canadian Journal of Civil Engineering, vol. 23, no. 2, pp. 511–517, 1996, DOI: 10.1139/l96-055.
[12] M.G. Van Geem, J. Gajda, and K. Dombrowski, “Thermal properties of commercially available high-strength concretes”, Cement, Concrete and Aggregates, vol. 19, no. 1, pp. 38–54, 1997, DOI: 10.1520/cca10020j.
[13] V. Kodur and M. Sultan, “Effect of temperature on thermal properties of high-strength concrete”, Journal of Materials in Civil Engineering, vol. 15, no. 2, pp. 101–107, 2003, DOI: 10.1061/(ASCE)0899-1561(2003)15:2(101).
[14] V.K. Kodur, M. Dwaikat, and M. Dwaikat, “High-temperature properties of concrete for fire resistance modeling of structures”, ACI Materials Journal, vol. 105, no. 5, p. 517, 2008.
[15] L. Guo, L. Guo, L. Zhong, and Y. Zhu, “Thermal conductivity and heat transfer coefficient of concrete”, Journal of Wuhan University of Technology, Materials Science Edition, vol. 26, no. 4, pp. 791–796, 2011, DOI: 10.1007/s11595-011-0312-3.
[16] V. Kodur, “Properties of concrete at elevated temperatures”, International Scholarly Research Notices, vol. 2014, 2014, DOI: 10.1155/2014/468510.
[17] European Committee, “Eurocode2: Design of concrete structures-Part 1-2: General rules-Structural fire design”, ENV 1992-1-2, 1995.
[18] J. Zehfuß et al., “Evaluation of Eurocode 2 approaches for thermal conductivity of concrete in case of fire”, Civil Engineering Design, vol. 2, no. 3, pp. 58–71, 2020.
[19] UNI 9502:2001 – Analytical fire resistance assessment of reinforced concrete and prestressed concrete structural elements, UNI – Ente Nazionale Italiano di Unificazione, Milano, Italy, 2001.
[20] T. Jankowiak and T. Lodygowski, “Identification of parameters of concrete damage plasticity constitutive model”, Foundations of civil and environmental engineering, vol. 6, no. 1, pp. 53–69, 2005.
[21] J.S. Tyau, “Finite element modeling of reinforced concrete using 3-dimensional solid elements with discrete rebar”, (Master of Science), Brigham Young University, 2009.
[22] Y. Dere and M.A. Koroglu, “Nonlinear FE modeling of reinforced concrete”, International Journal of Structural and Civil Engineering Research, vol. 6, no. 1, pp. 71–74, 2017.
[23] F. Lo Monte, N. Kalaba, and P. Bamonte, “On the extension of a plastic-damage model to high temperature and fire”, in IFireSS 2017-2nd International Fire Safety Symposium, Doppiavoce, pp. 703–710, 2017.
[24] N. Wahid, T. Stratford, and L. Bisby, “Calibration of concrete damage plasticity model parameters for high temperature modelling of reinforced concrete flat slabs in fire”, Applications of Structural Fire Engineering, Singapore, 2019.
[25] A.S. Genikomsou and M.A. Polak, “Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS”, Engineering Structures, vol. 98, pp. 38–48, 2015, DOI: 10.1016/j.engstruct. 2015.04.016.
[26] Forschungsgesellschaft für Straßen – und Verkehrswesen, Richtlinien für Ausstattung und Betrieb von Tunneln (RABT). Ausgabe, 1985.
[27] M. Masellis, “Fire disaster in a motorway tunnel”, Annals of Burns and Fire Disasters, vol. 10, no. 4, pp. 233–240, 1997.
[28] R.J. Proctor, “The San Fernando Tunnel explosion, California”, Engineering Geology, vol. 67, no. 1–2, pp. 1–3, 2002.
[29] S. Brambilla and D. Manca, “The viareggio LPG railway accident: event reconstruction and modelling”, Journal of Hazardous Materials, vol. 182, no. 1–3, pp. 346–357, 2010, DOI: 10.1016/j.jhazmat.2010.06.039.
[30] H. Ingason, Y.Z. Li, and A. Lönnermark, “Runehamar tunnel fire tests”, Fire Safety Journal, vol. 71, pp. 134–149, 2015.
[31] Instituut TNO voor Bouwmaterialen en Bouwconstructies, Rapport betreffende de beproeving van het gedrag van twee isolatiematerialenter bescherming van tunnels tegen brand (Rapport B-80-33). Delft, The Netherlands, 1980.
[32] B. Hemmatian, E. Planas, and J. Casal, “Fire as a primary event of accident domino sequences: the case of BLEVE”, Reliability Engineering and System Safety, vol. 139, pp. 141–148, 2015, DOI: 10.1016/j.ress.2015. 03.021.
[33] K.J. Root, “Development and verification of a confined discretized solid flame model for calculating heat flux on concrete tunnel liners”, 2018.
[34] H.R.Weibull, “Pressures recorded in partially closed chambers at explosion of TNT charges”, NYASA, vol. 152, no. 1, pp. 357–361, 1968, DOI: 10.1111/j.1749-6632.1968.tb11987.x.
[35] D.R. Curran, “Underground storage of ammunition: experiments concerning accidental detonation in an underground chamber”, Norwegian Defence Construction Service, 1966.
[36] A.C. Smith and M.J. Sapko, “Detonation wave propagation in underground mine entries”, Journal of the Mine Ventilation Society of South Africa, vol. 58, pp. 20–25, 2005.
[37] M. Silvestrini, B. Genova, and F. Leon Trujillo, “Energy concentration factor. A simple concept for the prediction of blast propagation in partially confined geometries”, Journal of Loss Prevention in the Process Industries, vol. 22, no. 4, pp. 449–454, 2009, DOI: 10.1016/j.jlp.2009.02.018.
[38] Center for chemical process safety, Guidelines for Evaluating the Characteristics of Vapor Cloud Explosions, Flash Fires and BLEVEs. American Institute of Chemical Engineers, 1994.
[39] J. Casal and J. M. Salla, “Using liquid superheating energy for a quick estimation of overpressure in BLEVEs and similar explosions”, Journal of Hazardous Materials, vol. 137, no. 3, pp. 1321–1327, 2006, DOI: 10.1016/ j.jhazmat.2006.05.001.
[40] B. Genova, M. Silvestrini, and F. L. Trujillo, “Evaluation of the blast-wave overpressure and fragments initial velocity for a BLEVE event via empirical correlations derived by a simplified model of released energy”, Journal of Loss Prevention in the Process Industries, vol. 21, no. 1, pp. 110–117, 2008, DOI: 10.1016/j.jlp.2007.11.004.
[41] S. Koneshwaran, “Blast response and sensitivity analysis of segmental tunnel”, PhD Thesis, Queensland University of Technology, 2014.
[42] R. Tiwari, T. Chakraborty, and V. Matsagar, “Dynamic analysis of underground tunnels subjected to internal blast loading”, World Congress of Computational Mechanics (WCCM XI), Barcelona. 2014.
[43] S. Koneshwaran, D. Thambiratnam, and C. Gallage, “Performance of buried tunnels subjected to surface blast incorporating fluid-structure interaction”, Journal of Performance of Constructed Facilities, 2015, DOI: 10.1061/ (ASCE)CF.1943-5509.0000585.
[44] M. Zaid and R. Sadique, “The response of rock tunnel when subjected to blast loading: finite element analysis”, Engineering Reports, 2021.
[45] D. Hyde, “CONWEP, Conventional Weapons Effects Program”, US Army Engineer Waterways Experiment Station, Vicksburg, MS, 1992.

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Authors and Affiliations

Giovanni Leonardi
1
ORCID: ORCID
Rocco Palamara
1
ORCID: ORCID
Federica Suraci
1
ORCID: ORCID

  1. Department of Civil, Energy, Environmental and Materials Engineering, University of Reggio Calabria, Via Graziella, Reggio Calabria, Italy
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Abstract

Based on the example of the pilot area in Kiev the influence of the increased static load on the superstructure of the stress-strain state of the slope was studied. The efficiency of the proposed methodology when considering the work of "home-slope-retaining structure" depending on natural and anthropogenic factors was demonstrated.
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Authors and Affiliations

Eduard Petrenko
Gharakhanlou Mahdi
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Abstract

The article presents a numerical model of the concrete heat accumulator for solar heating systems. Model uses control volume finite element method with an explicit solution method for time integration. The use of an explicit method is an essential advantage in the simulation of time-dependent changes in temperature of the air at the accumulator inlet. The study compares the results of numerical model calculations of the accumulator heating with experimental measurements and with computational fluid dynamics modeling. The comparison shows a good correlation between the results of calculation using the model and the results of measurements.
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Authors and Affiliations

J. Sacharczuk
D. Taler
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Abstract

Miniature heat exchangers are used to provide higher cooling capacity for new technologies. This means a reduction in their size and cost but the identical power. The paper presents the method for determination of boiling heat transfer coefficient for a rectangular minichannel of 0.1 mm depth, 40 mm width and 360 mm length with asymmetric heating. Experimental research has focused on the transition from single phase forced convection to nucleate boiling, i.e., the zone of boiling incipience. The ‘boiling front’ location has been determined from the temperature distribution of the heated wall obtained from liquid crystal thermography. The experiment has been carried out with R-123, mass flux 220 kg/(m2s), pressure at the channel inlet 340 kPa. Local values of heat transfer coefficient were calculated on the basis of empirical data from the experiment following the solution of the two-dimensional inverse heat transfer problem. This problem has been solved with the use of the finite element method in combination with Trefftz functions. Temperature approximates (linear combinations of Trefftz functions) strictly fulfill the governing equations. In presented method the inverse problem is solved in the same way as the direct problem. The results confirmed that considerable heat transfer enhancement takes place at boiling incipience in the minichannel flow boiling. Moreover, under subcooling boiling, local heat coefficients exhibit relatively low values.

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Authors and Affiliations

Magdalena Piasecka
Beata Maciejewska
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Abstract

The finite element method (FEM) is one of the most frequently used numerical methods for finding the approximate discrete point solution of partial differential equations (PDE). In this method, linear or nonlinear systems of equations, comprised after numerical discretization, are solved to obtain the numerical solution of PDE. The conjugate gradient algorithms are efficient iterative solvers for the large sparse linear systems. In this paper the performance of different conjugate gradient algorithms: conjugate gradient algorithm (CG), biconjugate gradient algorithm (BICG), biconjugate gradient stabilized algorithm (BICGSTAB), conjugate gradient squared algorithm (CGS) and biconjugate gradient stabilized algorithm with l GMRES restarts (BICGSTAB(l)) is compared when solving the steady-state axisymmetric heat conduction problem. Different values of l parameter are studied. The engineering problem for which this comparison is made is the two-dimensional, axisymmetric heat conduction in a finned circular tube.

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Authors and Affiliations

Paweł Ocłoń
Stanisław Łopata
Marzena Nowak
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Abstract

A numerical method is developed for estimating the acoustic power of any baffled planar structure, which is vibrating with arbitrary surface velocity profile. It is well known that this parameter may be calculated with good accuracy using near field data, in terms of an impedance matrix, which is generated by the discretization of the vibrating surface into a number of elementary radiators. Thus, the sound pressure field on the structure surface can be determined by a combination of the matrix and the volume velocity vector. Then, the sound power can be estimated through integration of the acoustic intensity over a closed surface. On the other hand, few works exist in which the calculation is done in the far field from near field data by the use of radiation matrices, possibly because the numerical integration becomes complicated and expensive due to large variations of directivity of the source. In this work a different approach is used, based in the so-called Propagating Matrix, which is useful for calculating the sound pressure of an arbitrary number of points into free space, and it can be employed to estimate the sound power by integrating over a finite number of pressure points over a hemispherical surface surrounding the vibrating structure. Through numerical analysis, the advantages/disadvantages of the current method are investigated, when compared with numerical methods based on near field data. A flexible rectangular baffled panel is considered, where the normal velocity profile is previously calculated using a commercial finite element software. However, the method can easily be extended to any arbitrary shape. Good results are obtained in the low frequency range showing high computational performance of the method. Moreover, strategies are proposed to improve the performance of the method in terms of both computational cost and speed.

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Authors and Affiliations

Mario A. González-Montenegro
Roberto Jordan
Arcanjo Lenzi
Jorge P. Arenas
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Abstract

Numerical methods are mostly used to predict the acoustic pressure inside duct systems. In this paper, the development of a numerical method based on the convected Helmholtz equation to compute the acoustic pressure inside an axisymmetric duct is presented. A validation of the proposed method was done by a comparison with the analytical formulation for simple cases of hard wall and lined ducts. The effect of the flow on the acoustic pressure inside these ducts was then evaluated by computing this field with different Mach numbers.

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Authors and Affiliations

Mohamed Taktak
Mohamed Majdoub
Mabrouk Bentahar
Mohamed Haddar
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Abstract

This work presents the co-simulation approach to the analysis of control systems containing detailed models of electromagnetic and electromechanical converters. In this method of analysis the attention is paid to the whole system and not only to its electromagnetic part. The latter is described by equations resulted from the two-dimensional finite element discretisation of the Maxwell equations, and is coupled weakly with the remaining part of the system. The simulation is carried out in Matlab/Simulink environment wherein the coupling is realised through the S-function. Example results regarding simulation of the operation of the control system of an electrical machine and the operation of a power electronic converter are presented and compared with available reference data.
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Authors and Affiliations

Mariusz Jagieła
Tomasz Garbiec
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Abstract

This research presents a method of modeling and numerical simulation of a reluctance stepper motor using reduced finite-element time-stepping technique. In presented model, the circuit equations are reduced to non-stationary differential equations, i.e. the inductance mapping technique is used to find relationship between coil inductance and rotor position. A strongly coupled field-circuit model of the stepper motor is presented. In analyzed model the magnetostatic field partial differential equations are coupled with rotor motion equation and solved simultaneously in each iterative step. The nonlinearity problem is solved using Newton-Raphson method with spline approximation of the B-H curve.
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Authors and Affiliations

Jakub Bernat
Jakub Kołota
Sławomir Stępień
Grzegorz Szymański
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Abstract

In industrialized countries cardiovascular diseases are the major cause of death. The last clinical therapy option for some patients, suffering from terminal heart diseases, is donor heart transplantation. As the available number of donor organs is decreasing, many patients die while waiting for a transplant. For this reason Ventricular Assist Devices (VADs), which can mechanically support the human heart to achieve a sufficient perfusion of the body, are under development. For an implantable VAD, design constraints have to be deduced from the physiological conditions in the human body. In case of a VAD drive, these constraints are for example dimensions, electric losses, which might result in an overheating of blood, and a long durability. Therefore a hybrid permanent magnet hydrodynamic bearing is designed in this paper, which works passively and contactless. Based on Finite Element simulations of magnetic fields, various permanent magnet topologies are studied in terms of axial forces and stiffness.

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Authors and Affiliations

André Pohlmann
Kay Hameyer

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