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Number of results: 9
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Abstract

The present paper discusses static and dynamic characteristics of various under sleeper pads (USP) that are to be used in the ballasted track systems as resilient vibroacoustic isolators. Four different USP samples were put to fatigue tests and static and dynamic bedding moduli were determined. The purpose of the tests, which were carried out up to 500 thousand load cycles, was to determine which USP have favourable and which unfavourable properties, taking into account their potential application as the elements used for energy dissipation and reduction of noise and vibration. The obtained results allowed the authors to indicate samples with a potential for further analysis and to reject those, which did not satisfy the adopted criteria.

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Authors and Affiliations

C. Kraśkiewicz
A. Zbiciak
A. Al Sabouni-Zawadzka
A. Piotrowski
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Abstract

The main purpose of this study is to analyze the thermomechanical behavior of the dry contact between the brake disc and pads during the braking phase. The simulation strategy is based on softawe ANSYS11. The modeling of transient temperature in the disc brake is actually used to identify the factor of geometric design of the disc to install the ventilation system in vehicles. The thermal-structural analysis is then used with coupling to determine the deformation established and the Von Mises stress in the disc, the contact pressure distribution in pads. The results are satisfactory compared to those of the specialized literature.

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Authors and Affiliations

Ali Belhocine
Mostefa Bouchetara
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Abstract

In the last decade, Poland has become one of the most active markets for unconventional hydrocarbon deposits exploration. At present, there are twenty concessions for the exploration and/or discovery of reserves, including shale gas. The area covered by exploration concessions constitutes ca. 7.5% of the country’s area. Four main stages can be distinguished In the shale gas development and exploitation project: the selection and preparation of the place of development of the wells, hydraulic drilling and fracturing, exploitation (production) and marketing, exploitation suppression and land reclamation. In the paper, the concept of cost analysis of an investment project related to the exploration and development of a shale gas field/area was presented. The first two stages related to the preparatory work, carried out on the selected site, as well as drilling and hydraulic fracturing were analyzed. For economic reasons, the only rational way to make shale gas reserves available is to use horizontal drilling, either singly or in groups. The number of drilling pads covering the concession area is a fundamental determinant of the development cost of the deposit. In the paper, the results of the cost analysis of various types of reaming method with an area of 25,000,000 m2 were presented. Cost estimates were prepared for two variants: group drilling for three types of drilling pads: with three, five and seven wells and for single wells. The results show that, as the number of horizontal wells increases, the total cost of the development of the deposit is reduced. For tree-wells pad, these costs are 7% lower than in the second variant, for five-well pads they are 11% lower, and for seven-well pads they are 11.5% smaller than in the second variant. Authors, using applied methodology, indicate the direction of further research that will enable the optimization of shale gas drilling operations.

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Authors and Affiliations

Alicja Byrska-Rąpała
Jerzy Feliks
Marek Karkula
Rafał Wiśniowski
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Abstract

A sound knowledge of horseshoe impact on blood flow parameters is required for making shoeing decisions and selecting the most appropriate types of shoes. The aim of this study was to determine the effect of horse shoeing with egg bar shoes and shoes with wedge pads on blood flow parameters in the lateral palmar digital artery measured by Doppler ultrasound. The study was conducted on 16 horses divided into two groups. Horses from group 1 were shod with egg bar shoes. Horses from group 2 were shod with shoes with wedge pads. Doppler ultrasound parameters of the lateral palmar digital artery at the level of the metacarpophalangeal joint were evaluated. Doppler tests were performed before and after shoeing within a monthly interval. The results of the study indicate that egg bar shoes have a greater impact on blood circulation in the distal part of the equine limb than shoes with wedge pads. However, the only parameters to have changed substantially after shoeing with egg bar shoes were end-diastolic velocity (EDV) and mean velocity (Vmn) in the lateral palmar digital artery. A low-resistance blood flow pattern was noted before shoeing. After shoeing in group 1, it remained unchanged in 5 horses, whereas a high-resistance pattern was observed in 3 animals. A low-resistance blood flow pattern was noted in all group 2 horses after shoeing. The difference between the analyzed shoeing techniques could be attributed to increased pressure in the heel bulb area in horses shod with egg bar shoes. Wedge pads shift the load away from the heel bulbs, which might reduce the pressure on the palmar digital vessels and exert a smaller influence on the parameters measured in the Doppler ultrasound test.
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Authors and Affiliations

M. Mieszkowska
1
P. Holak
1
Y. Zhalniarovich
1
M. Mieszkowski
2
K. Domagalska-Stomska
3

  1. Department of Surgery and Radiology with Clinic, Faculty of Veterinary Medicine, University of Warmia and Mazury in Olsztyn, Oczapowskiego 14, Olsztyn, 10-719, Poland
  2. Department of Anesthesiology and Intensive Care, Faculty of Medicine, Collegium Medicum, University of Warmia and Mazury in Olsztyn, Al. Warszawska 30, 10-082, Olsztyn, Poland
  3. Student of 5th year, Faculty of Veterinary Medicine, University of Warmia and Mazury in Olsztyn, Oczapowskiego 14, Olsztyn, 10-719, Poland
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Abstract

The present paper focuses on the analysis of resistance of several prototypical under sleeper pads (USP) to severe environmental conditions. Taking into account the climate in Poland, evaluation of USP in regard to water and frost resistance should be performed and the influence of high temperatures should be analyzed. In the present paper results of several tests carried out on the selected USP are presented. The tests were performed in accordance with the rules given in PN-EN 16730. Concrete blocks with USP were immersed in water at room temperature for 24 h and then placed in a climatic chamber for resistance testing. The results show that the severe environmental conditions influence the damping-related parameters of USP, which affects the effectiveness of the vibration isolation. The performed analyses allowed the authors to indicate the most resistant pads that will undergo further testing. Additionally, requirements of several railway infrastructure managers as well as authors' recommendations concerning the properties of USP were given.
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Bibliography


[1] C. Jayasuriya, B. Indraratna, T. Ngoc Ngo, “Experimental study to examine the role of under sleeper pads for improved performance of ballast under cyclic loading”, Transportation Geotechnics 19: pp. 61–73, 2019. https://doi.org/10.1016/j.trgeo.2019.01.005
[2] C. Kraśkiewicz, A. Zbiciak, W. Oleksiewicz, W. Karwowski, “Static and Dynamic Parameters of Railway Tracks Retrofitted With Under Sleeper Pads”, Archives of Civil Engineering 64(4): pp. 187–201, 2018. https://doi.org/10.2478/ace-2018-0070
[3] M. Sol-Sánchez, F. Moreno-Navarro, C. Rubio-Gámez, “The use of elastic elements in railway tracks: A state of the art review”, Construction and Building Materials 75: pp. 293–305, 2015. https://doi.org/10.1016/j.conbuildmat.2014.11.027
[4] M. Sol-Sánchez, L. Pirozzolo, F. Moreno-Navarro, C. Rubio-Gámez, “A study into the mechanical performance of different configurations for the railway track section: A laboratory approach”, Engineering Structures 119: pp. 13–23, 2016. https://doi.org/10.1016/j.engstruct.2016.04.008
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[6] M. Sol-Sánchez, N.H. Thom, F. Moreno-Navarro, C. Rubio-Gámez, G.D. Airey, “A study into the use of crumb rubber in railway ballast” Construction and Building Materials 75: pp. 19–24, 2015. https://doi.org/10.1016/j.conbuildmat.2014.10.045
[7] J. Kennedy, P.K. Woodward, G. Medero, M. Banimahd, “Reducing railway track settlement using three-dimensional polyurethane polymer reinforcement of the ballast” Construction and Building Materials 44: pp. 615–625, 2013. https://doi.org/10.1016/j.conbuildmat.2013.03.002
[8] S. Kaewunruen, A. Aikawa, A.M. Remennikov, “Vibration attenuation at rail joints through under sleeper pads”. Procedia Engineering 189: pp. 193-198, 2017. https://doi.org/10.1016/j.proeng.2017.05.031
[9] A. Omodaka, T. Kumakura, T. Konishi, “Maintenance reduction by the development of resilient sleepers for ballasted track with optimal under-sleeper pads”, Procedia CIRP 59: pp. 53–56, 2017. https://doi.org/10.1016/j.procir.2016.09.039
[10] T. Abadi, L. Le Pen, A. Zervos, W. Powrie, “Effect of Sleeper Interventions on Railway Track Performance”, Journal of Geotechnical and Geoenvironmental Engineering 145(4): 04019009, 2019. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002022
[11] C. Jayasuriya, B. Indraratna, T.N. Ngo, “Experimental study to examine the role of under sleeper pads for improved performance of ballast under cyclic loading”, Transportation Geotechnics 19: pp. 61–73, 2019. https://doi.org/10.1016/j.trgeo.2019.01.005
[12] C. Kraśkiewicz, A. Zbiciak, A. Al Sabouni-Zawadzka, A. Piotrowski, “Experimental Research on Fatigue Strength of Prototype under Sleeper Pads Used in the Ballasted Rail Track Systems”, Archives of Civil Engineering 66(1): pp. 241–255, 2020. https://doi.org/10.24425/ace.2020.131786
[13] Zbiciak, C. Kraśkiewicz, Al Sabouni-Zawadzka, J. Pełczyński, S. Dudziak, “A Novel Approach to the Analysis of Under Sleeper Pads (USP) Applied in the Ballasted Track Structures”, Materials 13(11): p. 2438, 2020. https://doi.org/10.3390/ma13112438
[14] IRS 70713-1: Railway Application – Track & Structure “Under Sleeper Pads (USP) - Recommendations for Use”, 1st edition 01.04.2018.
[15] PN-EN 16730:2016-08 Railway applications – track – concrete sleepers and bearers with under sleeper pads.
[16] RFI TCAR SF AR 03 007 C, Specifica tecnica di fornitura: Tappetini sotto traversa (USP), 2017.
[17] SNCF IG04013 Traverses et supports béton pour pose ballastée équipées de semelles résilientes en sous faces (ex CT IGEV 016) 14.08.2018.
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Authors and Affiliations

Cezary Kraśkiewicz
1
ORCID: ORCID
Artur Zbiciak
1
ORCID: ORCID
Anna Al Sabouni-Zawadzka
1
ORCID: ORCID

  1. Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland
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Abstract

This paper is focused on the theoretical study of heat conduction in the multi-brake system of the automated guided vehicle (AGV). The study aims to compare the amount of heat generated during braking from 10 m/s until a stop in a brake system based on organic and ceramic friction material. The theoretical study of heat conduction is solved in Matlab computational software using a derived Fourier partial differential equation for nonstationary heat conduction. The results of the simulation of the heat conduction are shown in the diagrams and indicate not only the temperature dependence in the period during braking from a speed of 10 m/s to a stop but also the amount of heat accumulated in the steel disc during braking. The simulation results show that braking in both brake systems generates approximately the same amount of heat. The difference occurs in the period of thermal activity, which was influenced by the length of the braking distance. This is caused by a coefficient of friction that significantly affects the final braking result. Finally, it can be stated that the brake system based on organic material must be equipped with a steel disc with a minimum thickness of 8 mm. This is because the brake system based on organic friction material has a set temperature limit of 160 degrees Celsius. The results presented in this study will help an engineer constructor to choose the right procedures and parameters of geometry for designing the mentioned braking system for the considered AGV.
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Bibliography

  1.  D. Varecha, R. Kohar, and F. Brumercik, “AGV brake system simulation”, LOGI – Scientific Journal on Transport and Logistics 10(1), p. 9 (2019).
  2.  G. Kovács, “Novel supply chain concepts and optimization of virtual enterprises to reduce cost, increase productivity and boost competitiveness”, Bull. Pol. Acad. Sci. Tech. Sci. 66(6), 973–980 (2018).
  3.  P. Piotrowski, D. Baczyński, S. Robak, M. Kopyt, M. Piekarz, and M. Polewaczyk, “Comprehensive forecast of electromobility mid-term development in Poland and its impacts on power system demand”, Bull. Pol. Acad. Sci. Tech. Sci. 68(4), 697–709 (2020).
  4.  M. Belorit et al., “Description of the bearing check program for countershaft gearboxs”, Proceding of 58th International Conference of Machine Design Departmens (ICDM), Prague, 2017, pp. 32–35.
  5.  M. Jacyna, R. Jachimowsky, E. Szczepański, and M. Izdebski, “Road vehicle sequencing problem in a railroad intermodal terminal – simulation research”, Bull. Pol. Acad. Sci. Tech. Sci. 68(5), 1135–1148 (2020).
  6.  D. Varecha, R. Kohar, and T. Gajdosik, “Optimizing the braking system for handling equipment”, IOP Conf. Ser.: Mater. Sci. Angl. 659, 012062 (2019).
  7.  S. Devansh, P. Sahil, and R.S. Aravind, “Industry 4:0: Tools and Implementation”, Manag. Prod. Angl. Rev. 10(3), 3–13 (2019).
  8.  K. Chwesiuk, “Integrated computer system of management in logistics”, Arch. Transp. 23(2), 153–163 (2011).
  9.  T. Kornuta, C.C. Zieliński, and T. Winiarski, “A universal architectural pattern and specification method for robot control system design”, Bull. Pol. Acad. Sci. Tech. Sci. 68(1), 3–29 (2020).
  10.  L. Kucera, T. Gajdosik, I. Gajdac, M. Mruzek, and M. Tomasikova, “Simulation of real driving cycles of electric cars in laboratory conditions”, Communications – Scientific Letters of the University of Zilina, 19(2A), 42–47 (2017).
  11.  M. Mruzek, I. Gajdac, L. Kucera, and T. Gajdosik, “The possibilityies of increasing the electric vehicle range”, TRANSCOM – International Scientific Conference on Sustainable, Modern and Safe Transprt, Procedia Engineering, 192, 621–625, (2017).
  12.  V. Kraus, Výpočet teplôt radiacích lamelových spojok a bŕzd (Calculation of temperature multi-disc shifting brake and shifting clutches), Habilitation thesis, p. 70, Žilina (1980), [in Slovak].
  13.  M. Lukac, F. Brumercik, L. Krzywonos, and Z. Krzysiak, “Transmission system power flow model”, Communications – Scientific Letters of the University of Zilina, 19(2), 27‒31, (2017).
  14.  A. Estevez-Torres et. al., “Fourier analysis to measure diffusion coefficients and resolve mixtures on a continuous electrophoresis chip”, Anal. Chem. 79(21), 8222–8231, (2007).
  15.  A.W. Orlowic, M. Mróz, G. Wnuk, O Markowska, W, Homik, and B. Kolbusz, “Coefficient of friction of a brake disc-brake pad friction couple”, Arch. Foundry Eng. 16, 196–200 (2016).
  16.  F. Talati and S. Jalalifar, “Analysis of heat conduction in disc brake system”, Heat Mass Transfer 45, 1047 (2009).
  17.  D.P. Milenković et al., “The influence of brake pads thermal conductivity on passenger car brake system efficiency”, Therm. Sci. 14, 221–230 (2010).
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Authors and Affiliations

Daniel Varecha
1
Róbert Kohár
1
Michal Lukáč
1

  1. University of Žilina, Faculty of Mechanical Engineering, Department of Design and Mechanical Elements, Univerzitná 8215/1, 010 26 Žilina, Slovakia
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Abstract

The paper presents results of the laboratory tests made for the prototype resilient under sleeper pads in the Warsaw University of Technology laboratory unit. These pads are dedicated to reduce vibrations transmitted to the vicinity of the railroad and to improve the resistance of the railroad structure. The laboratory testing program was carried out for elastomeric materials (polyurethane and rubber based) due to the PN-EN 16730 standard. The obtained values of the key parameters were used in order to determine the insertion loss vibration level by applying analytical method. The paper presents the influence of selected parameters i.e. static and dynamic moduli on the reduction of vibration and structure-borne sound level.

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Authors and Affiliations

C. Kraśkiewicz
A. Zbiciak
W. Oleksiewicz
W. Karwowski
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Abstract

Resilient under sleeper pads (USPs) are vibration isolators used in the ballasted track structure to improve the dynamic performance of the track, reduce vibrations and protect the ballast layer. Being permanently connected with the rail supports (sleepers or turnout bearers), the pads must exhibit a proper value of the pull-off strength, which ensures that they do not separate from the supports while being transported to the construction site or during many years of exploitation. This study focuses on the experimental determination of the pull-off strength of USPs attached to full scale prestressed concrete sleepers. Three variants are tested: two pads equipped with different anchor layers attached to the sleepers in the production plant and one pad glued to the sleeper in the laboratory. Some of the tested USPs are made of recycled styrene-butadiene rubber (SBR). An important part of the work is specification of the requirements for the pull-off strength of USPs, as well as the requirements for sleepers and turnout bearers equipped with resilient pads.
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Authors and Affiliations

Cezary Kraskiewicz
1
ORCID: ORCID
Artur Zbiciak
1
ORCID: ORCID
Henryk Zobel
1
ORCID: ORCID
Anna Al Sabouni-Zawadzka
1
ORCID: ORCID

  1. Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw
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Abstract

Under sleeper pads (USPs) are resilient elements used in the ballasted track structures to improve dynamic behaviour of the track, reduce vibration and protect the ballast against fast degradation. As the elements permanently connected to the sleepers or turnout bearers, the pads must have an appropriate level of pull-off strength, so that they do not separate from the rail support (here: sleeper) during their transportation to the construction site or during many years of operation. In this paper, results of pull-off tests performed on four selected USP samples are presented: three samples made of SBR (styrene-butadiene rubber) granulate and one made of polyurethane. Moreover, details of the pad’s attachment to the rail support are discussed, and the requirements for the USP properties are specified, focusing on the pull-off strength determined after the weather resistance test. It is shown that only two out of four considered USP samples fulfilled the requirements specified by the authors.
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Authors and Affiliations

Cezary Kraśkiewicz
1
ORCID: ORCID
Artur Zbiciak
1
ORCID: ORCID
Jarosław Medyński
1
ORCID: ORCID
Anna Al Sabouni-Zawadzka
1
ORCID: ORCID

  1. Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland

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