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Abstract

The drainage consolidation method has been efficiently used to deal with soft ground improvement. Nowadays, it has been suggested to use a new sand soil which is a composite of sand and recycled glass waste. The permeability performance of glass-sand soil was explored to judge the feasibility of glass-sand soil backfilled in the drainage consolidation of sand-drained ground. For comparison purposes, different mix proportions of recycled glass waste, fineness modulus, and glass particle size were analyzed to certify the impact on the permeability coefficient and the degree of consolidation. The numerical results show that adding a proper amount of recycled glass waste could promote the permeability performance of glass-sand soil, and the glasssand soil drain could be consolidated more quickly than a sand drain. Experiments showed that glass-sand soil with the a 20% mix of recycled glass waste reveals the optimum performance of permeability.

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Authors and Affiliations

F.C. Wang
X.N. Feng
H. Gong
H.Y. Zhao
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Abstract

In the presented work, the author introduces the ballistic energy absorbed by the shield mpV2BL/2 to elaborate the results of firing on homogeneous plates and multi – layered constructional shields. The introduced criterion V2BL is used to determine ballistic thickness hBL and ballistic velocity VBL under normal firing 7.62 mm ŁPS bullets.

The experimental tests were performed on an unified test stand to investigate ballistic resistance of materials in field conditions. The stand was developed at the Naval University of Gdynia and then patented. The design of this test stand was based on the construction of ballistic pendulum arranged for measuring: the impact forces, the turn angle of ballistic pendulum φ, initial and residual velocities of the bullet. All the measurement data were transmitted to a digital oscilloscope and personal computer. The energy absorbed by the shield was subject to further analysis of V2BL[R] according to Recht’s and Ipson’s method and of V2BL[Z] according to author’s method. The verification of the above-mentioned dependences was based on the results of the tests. The ballistic velocities VBL[R] and VBL[R] of the steel and steel – aluminium alloy shields with air interlayer thicknesses of 0, 6, 12 mm were approximately equal, however, they were quite different for aluminium alloy multi – layered shields, according to the results of firing 7.62 mm ŁPS bullets. These properties were confirmed by the average mass coefficients α2s and average effectiveness coefficients βs of the V2BL for the tested methods.

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Authors and Affiliations

Zdzisław Zatorski
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Abstract

The experiment leads to establish the influence of radiated surface development heat exchangers on the values of heat flux transferred with water flowing through the exchangers and placed in electric furnace chamber. The values of emissivity coefficients are given for the investigated metal and ceramic coatings. Analytical calculations have been made for the effect of the heating medium (flame) – uncoated wall and then heating medium (flame) – coated wall reciprocal emissivity coefficients. Analysis of the values of exchanged heat flux were also realized. Based on the measurement results for the base coating properties, these most suitable for spraying the walls of furnaces and heat exchangers were selected, and determined by the intensification of heat exchange effect. These coatings were used to spray the walls of a laboratory waste-heat boiler, and then measurements of fluxes of heat absorbed by the cooling water flowing through the boiler tubes covered with different type coatings were made. Laboratory tests and calculations were also confirmed by the results of full-scale operation on the metallurgical equipment.
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Authors and Affiliations

Sławomir Morel
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Abstract

Renewable energy sources are connected to the grid through inverters, resulting in reduced grid inertia and poor stability. Traditional grid-connected inverters do not have the function of voltage and frequency regulation and can no longer adapt to the new development. The virtual synchronous generator (VSG) has the function of voltage and frequency regulation and has more outstanding advantages than the traditional inverter. Based on the principle of the VSG, the relationship between energy storage capacity, frequency response and output power of the VSG is derived, and the relationship between the virtual inertia coefficient, damping coefficient and frequency characteristics of the VSG and output power is revealed. The mathematical model is established and modeled using the Matlab/Simulink simulation software, and the simulation results verify the relationship between energy storage capacity and frequency response and the output power of the VSG.
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Authors and Affiliations

Baoge Zhang
1
ORCID: ORCID
Shanyan Ping
1
Yi Long
1
Yuemin Jiao
1
Boxiang Wu
1

  1. School of Automation and Electrical Engineering, Lanzhou Jiaotong University, China
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Abstract

Liquid forging alias squeeze casting gives the combined advantage of casting and forging. Optimum process parameters are important to get a cost-efficient process. In this study, four materials have been identified, which are extensively used in industries. These materials are commercially pure Al and three Al-alloys namely, 2124, 2218 and 6063. The pouring temperature and the mold temperature is maintained at 700oC and 250oC respectively. The materials were developed at seven pressure variations from 0 to 150 MPa. The effect of the pressure on the microstructures, porosity, and hardness has been reported. The coefficient of solubility is estimated for all materials and a polynomial relationship is found to be the best fit with the applied pressure. The pressure of 100 MPa gives better increment in hardness. The melting point and the freezing coefficient of the materials under study have been determined. A linear relationship between the pressure and the freezing time is deduced. It is observed that the solubility and the freezing coefficients depend on the pressure as well, in addition to the composition and temperature.

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Authors and Affiliations

Vineet Tirth
Amir Arabi
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Abstract

Studies to find alternative low environmental-impact materials for acoustic absorbers are still progressing, particularly those originated from natural materials. However, most of the established works are mainly focused on the fibrous-type absorbers. Discussion on the non-fibrous-type absorbers is still lacking and this therefore becomes the objective of this paper. Use of bamboo by utilizing its hollow structure to absorb sound energy is discussed here. The normal incidence absorption coefficient was measured based on the length and diameter of the bamboo, as well as different arrangement of the bamboo structure subjected to the incidence sound, namely, axial, transverse, and crossed-transverse arrangements. The trend of absorption coefficient appears in peaks and dips at equally spacing frequencies. For all arrangements the peak of absorption can reach above 0.8. Introducing an air gap behind the bamboo shifts the peak absorption to lower frequency. Covering the front surface of the absorber improves the sound absorption coefficient for axial arrangement by widening the frequency range of absorption also towards lower frequency range. The transverse arrangement is found to have average absorption coefficient peaks of 0.7 above 1.5 kHz. By arranging the bamboo structure with crossed-transverse arrangement, the suppressed absorption peaks in normal transverse arrangement can be recovered.
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Authors and Affiliations

Azma Putra
Fazlin Abd Khair
Mohd Jailani Mohd Nor
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Abstract

Sound absorption coefficient is a commonly used parameter to characterize the acoustic properties of sound absorbing materials. It is defined within the frequency range of 100-5 000 Hz. In the industrial conditions, many appliances radiating acoustic energy of the frequency range of above 5000 Hz are used and at the same time it is known that a noise within the frequency range of 5 000-50 000 Hz can have a harmful effect on people,hence there is a need to define the coefficient in this frequency range. The article presents a proposal for a method of measurement of the sound absorption coefficient of materials in the frequency range from 5 000 Hz to 50 000 Hz. This method is a modification of the reverberation method with the use of interrupted noise.
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Authors and Affiliations

Witold Mikulski
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Abstract

Multiferroic composites are very promising materials because of their applicability because the magnetoelectric effect occurs in them. The subject of the study were two multiferroic ceramic composites: leaded obtained from powder of the composition PbFe0.5Nb0.5O3 and ferrite powder of the composition Ni0.64Zn0.36Fe2O4 and unleaded which was obtained from the powder of the composition BaFe0.5Nb0.5O3 and the same ferrite powder Ni0.64Zn0.36Fe2O4. For the both multiferroic materials the following studies were conducted: SEM, BSE, EDS, XRD and the temperature dependence of dielectric constant ε(T). Using the previously developed method of calculating the magnetoelectric coupling factor (g), based on dielectric measurements, the magnitude of the magnetoelectric effect in the multiferroic composites was determined.
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Authors and Affiliations

J.A. Bartkowska
D. Bochenek
P. Niemiec
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Abstract

The article presents the method to assess the diffusion coefficient D in the sub-layer of intermetallic phases formed during hot-dip

galvanizing “Armco” iron and ductile cast iron EN-GJS-500-7. Hot-dip galvanizing is one of the most popular forms of long-term

protection of Fe-C alloys against corrosion. The process for producing a protective layer of sufficient quality is closely related to diffusion

of atoms of zinc and iron. The simulation consist in performed a hot-dip galvanizing in laboratory condition above Fe-C alloys, in the

Department of Engineering of Cast Alloys and Composites. Galvanizing time ranged from 15 to 300 seconds. Then metallographic

specimens were prepared, intermetallic layers were measured and diffusion coefficient (D) were calculated. It was found that the diffusion

coefficient obtained during hot-dip galvanizing “Armco” iron and zinc is about two orders of magnitude less than the coefficient obtained

on ductile cast iron EN-GJS-500-7.

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Authors and Affiliations

D. Kopyciński
E. Guzik
A. Szczęsny
D. Siekaniec
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Abstract

The impact of caulking of goafs after mining exploitation of a hard coal seam with caving is expressed as the change in value of a a exploitation coefficient which, as defined, is the quotient of the maximum reduction in the surface height of a complete or incomplete trough to the thickness of the exploited seam. The basis for determining the value of the exploitation coefficient was geological and mining data combined with the results of the measurement of subsidence on the surface – measuring line 1222-1301 – of the Ruda mine. There, mining was carried out between 2005 and 2019, with a transverse longwall system and the caulking of goafs. The research team used two methods to determine the impact of the caulking applied in the goafs on the value of the exploitation coefficient. In the first method the goafs are filled evenly along the whole longwall, and in the second method unevenly and on a quarterly basis. The determination of the values of the exploitation coefficients for selected measuring points was preceded by the determination of the parameters of the Knothe-Budryk theory, which was further developed by J. Białek. The obtained dependencies are linear and the values of the correlation coefficients fall between –0.684 and –0.702, which should be considered satisfactory in terms of experimental data. It is possible to reduce the value of the exploitation coefficient by caulking the goafs by about 18%, when filling the goafs to 0.26% of the height of the active longwall.
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Bibliography

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[3] Y. Jiang, R. Misa, K. Tajduś, A. Sroka, A new prediction model of surface subsidence with Cauchy distribution in the coal mine of thick topsoil condition. Archives of Mining Sciences 65 (1), 147-158 (2020), doi: 10.24425/132712
[4] S. Knothe, Prognozowanie wpływów eksploatacji górniczej. 1984 Wydawnictwo Śląsk, Katowice.
[5] A. Kowalski, Deformacje powierzchni terenu górniczego kopalń węgla kamiennego. 2020 Wydawnictwo Głównego Instytutu Górnictwa, Katowice.
[6] H . Kratzsch Bergschadenkunde, 2008 Deutscher Markscheider-Verein e.v., Bochum.
[7] M. Mazurkiewicz, Z. Piotrowski, Grawitacyjne podsadzanie płytkich zrobów zawiesiną popiołów lotnych w wodzie. Ochrona Terenów Górniczych 66, 6-8 (1984).
[8] M. Mazurkiewicz, Technologiczne i środowiskowe aspekty stosowania stałych odpadów przemysłowych do wypełniania pustek w kopalniach podziemnych. Zeszyty Naukowe AGH, Górnictwo nr 152, (1990).
[9] T. Niemiec, Porowatość zrobów a współczynnik eksploatacyjny. Sbornik referatu XVIII, Konference SDMG, 161- 167 (2011).
[10] W . Piecha, S. Szewczyk, T. Rutkowski, Ochrona powierzchni dzielnicy Wirek w świetle dokonanej i prowadzonej podziemnej eksploatacji górniczej. Przegląd Górniczy (2) 55-66, (2019).
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[13] P. Polanin, A. Kowalski, A. Walentek, Numerical simulation of subsidence caused by roadway system. Archives of Mining Sciences 64 (2), 385-397 (2019), doi: 10.24425/1286090
[14] E . Popiołek, Z. Niedojadło, P. Sopata, T. Stoch, Możliwości wykorzystania pogórniczych niecek obniżeniowych do oszacowania objętości pustek w zrobach poeksploatacyjnych. (2014).
[15] T. Rutkowski, Ocena wpływu podsadzania zrobów zawałowych na obniżenia powierzchni terenu w warunkach górnośląskiego zagłębia węglowego. Główny Instytut Górnictwa, praca doktorska, Katowice, 2019.
[16] R. Ślaski, Warunki zatapiania kopalni „Morcinek”. Materiały konferencyjne SITG Oddział Rybnik. Ochrona środowiska na terenach górniczych podziemnych i odkrywkowych zlikwidowanych zakładów górniczych w subregionie zachodnim województwa śląskiego, (2010).
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[18] A. Stanisz, Przystępny kurs statystyki z zastosowaniem STATISTICA PL na przykładach z medycyny (1). Statystyki podstawowe, StatSoft Polska, 2006, Kraków.
[19] P. Strzałkowski, Doszczelnianie zrobów zawałowych a deformacje powierzchni terenu. Materiały Konferencyjne Szkoły Eksploatacji Podziemnej. Centrum Podstawowych Problemów Gospodarki Surowcami Mineralnymi i Energią PAN , 27-40 (1995).
[20] D .N. Whittaker, D.J Reddish, Subsidence. Occurrence, Prediction and Control, 1989 Elsevier, Amsterdam, Oxford, New York, Tokyo.
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[22] H . Zhu, F. He, S. Zhang, Z. Yang, An integrated treatment technology for ground fissures of shallow coal seam mining in the mountainous area of southwestern China a typical case study. Gospodarka Surowcami Mineralnymi- Mineral Resources Management (34), 119-138 (2018), doi: 10.24425/118641
[23] J. Zych, R. Żyliński, P. Strzałkowski, Wpływ doszczelniania zrobów zawałowych na wielkość deformacji powierzchni. Materiały Konferencji naukowo-technicznej II Dni Miernictwa Górniczego i Ochrony Terenów Górniczych, 307-311 (1993).
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Authors and Affiliations

Andrzej Kowalski
1
ORCID: ORCID
Jan Białek
2
ORCID: ORCID
Tadeusz Rutkowski
3
ORCID: ORCID

  1. Central Mining Institute, 1 Gwarków Sq., 40-166 Katowice, Poland
  2. Silesian University of Technology, 2A Akademicka Str., 44-100 Gliwice, Poland
  3. PGG S.A. KWK Ruda, Ruda Śląska, Poland
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Abstract

The purpose of this study is to find the value of the discharge coefficient (Cd) on a sieve with a circular perforated plate so that it can be used for application in the field. The method used is to make a physical model test of the screen weir in the laboratory with a width of 40 cm and a length of 797 cm, then the screen is made variations in the diameter of the hole 6, 8, 10 and 12 mm, flowrate Q = 453–4 481 cm3∙s–1 and the slope of the screen θ = 20–45°. The result was quite ef-fective, the sediment did not enter above the screen and did not clog the screen even the catch was quite good about 80% of the screen rods. The discharge coefficient (Cd) is directly proportional to the square value of the number Froude (Fr), the slope of the screen (θ) and the ratio of distance, diameter of the screen (a:d) and inversely proportional to the value of the specific energy square (E). From modelling the average value of the discharge coefficient (Cd) between 0.1–2.75 with NSE = 0.71, MAE = 0 and RMSE = 0.12.

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Authors and Affiliations

Nanang S. RizalL
Mohammad Bisri
Pitojo T. Juwono
Very Dermawan
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Abstract

In this work, a new supplementary formula was introduced to modify the Kerner model. This supplementary formula enable the Kerner model to predict the thermal expansion coefficient of multi-phase reinforced composites by normalization of the thermal expansion coefficient, bulk modulus, and shear modulus of the reinforcements. For comparison, the modified Kerner model as well as modified Schapery, the rule of mixtures, and Turner models were used to predict the thermal expansion coefficient of multi-phase reinforced composites 6092 Aluminum Alloy/silicon carbide/β-eucryptite. The results confirm the robustness of the modified Kerner model for predicting the thermal expansion coefficient of composites with multi-phase near-spherical inclusions. It may provide a fine selection to predict the thermal expansion coefficient of multi-phase reinforced metal matrix composites which cannot predict efficiently before.
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Authors and Affiliations

Shihao Zhang
1 2
ORCID: ORCID
Qinglin Hou
1
ORCID: ORCID
H.Y. Jiang
1 2
ORCID: ORCID

  1. Hunan University of Technology, School of Packaging and Materials Engineering, Zhuzhou 412007, China
  2. Hunan University of Technology, National & Local Joint Engineering Research Center for Advanced Packaging Material and Technology, Zhuzhou 412007, China
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Abstract

This article engages in detailed discussion of the material properties of water pipes made of polyethylene (PE). It describes the influence of properties of the material (including its geometric dimensions) on the level of reliability of pipelines made from PE 100. Values for the index of reliability obtained from analyses carried out using probabilistic methodswere compared with those recommended for the index in regard to a reference period of 50 years and different Reliability Classes (RCs). The fully probabilistic (3rd level) method – Monte Carlo simulation method was used to analyze the reliability. The probabilistic calculations were carried out with account taken of different values for the coefficient of variation describing material parameters, adopted as random variables; as well as the correlations between them. The work detailed here reports an influence of material geometry on the reliability index reported for the analysed pipeline made from PE. Where the analysed PE pipe was associated with a coefficient of variation for wall thickness at or over 0.07, this denoted non-compliance with standard PN-EN 1990:2002 as regards the minimum level of reliability recommended for a reference period of 50 years and Reliability Class RC2.
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Bibliography

[1] European Standard. EN 1990: Eurocode – Basis of structural design. 2004.
[2] International Standard. ISO 2394: General principles on reliability for structures. 2015.
[3] ASTM International Standard. D 3350: Standard Specification for Polyethylene Plastics Pipe and Fittings Materials. 2014.
[4] K. Bortel, “Wpływ wybranych czynników na trwałosc rur z tworzyw termoplastycznych”, Przetwórstwo Tworzyw, 2011, vol. 17, no. 6, pp. 559–566.
[5] Y.G. Hsuan, R.M. Koerner, “Antioxidant Depletion Lifetime in High Density Polyethylene Geomembranes”, Journal of Geotechnical and Geoenvironmental Engineering, 1999, vol. 124, pp. 532–541.
[6] E. Kuliczkowska, A. Kuliczkowski, B. Tchórzewska-Cieslak, “The structural integrity of water pipelines by considering the different loads”, Engineering Failure Analysis, 2020, vol. 118, pp. 1–11, DOI: 10.1016/j.engfailanal.2020.104932.
[7] A.H. Awad, A.A. Abd El-Wahab, R. El-Gamsy, M.H. Abdel-Latif, “A study of some thermal and mechanical properties of HDPE blend with marble and granite dust”, Ain Shams Engineering Journal, 2019, vol. 10, pp. 353–358, DOI: 10.1016/j.asej.2020.02.001.
[8] X.T. Zheng, X.H. Zhang, L.W. Ma, W. Wang, J.Y. Yu, “Mechanical characterization notched high density polyethylene (HDPE) pipe: Testing and prediction”, International Journal of Pressure Vessels and Piping, 2019, vol. 173, pp. 11–19, DOI: 10.1016/j.ijpvp.2019.04.016.
[9] L-E. Janson, Plastics Pipes for Water Supply and Sewage Disposal, 4th ed. Stockholm: Borealis, 2003.
[10] International Standard. ISO 13477: Thermoplastics pipes for the conveyance of fluids – Determination of resistance to rapid crack propagation (RCP) – Small-scale steady-state test (S4 test). 2008.
[11] D. Castagnetti, E. Dragoni, G. ScireMammano, N. Fontani, I. Nuccini, V. Sartori, “Effect of sodium hypochlorite on the structural integrity of polyethylene pipes for potable water conveyance”, Proceedings of Plastic Pipes XIV, Budapest, 2008.
[12] F. Majid, F.M. Elghorba, “Critical lifetime of HDPE pipes through damage and reliability models”, Journal of Mechanical Engineering and Sciences, 2019, vol. 13, pp. 5228–5241.
[13] S. Vlase, D.D. Scarlatescu, M.L. Scutaru, “Stress Field in Tubes Made of High Density Polyethylene Used in Water Supply Systems”, Acta Technica Napocensis, 2019, vol. 62, pp. 273–280.
[14] The Design Of Buried Thermoplastics Pipes. [Online]. Available: https://www.prik.pl/images/pdf/ bibliografia/DesignOfBuriedPipesArecentUpdate-PDF.pdf. [Accessed: 24.11.2020].
[15] S. MacKellar, “UKWIR National Mains Failure Database”, in Proceedings of the Plastic Pipes XIII. Washington, 2006.
[16] S. Burn, P. Davis, T. Schiller, “Long-Term Performance Prediction for PVC Pipes”, AWWA Report 91092F, 2006.
[17] M. Kwietniewski, J. Rak, Niezawodnosc infrastruktury wodociagowej i kanalizacyjnej w Polsce.Warszawa: Polska AkademiaNauk.Komitet Inzynierii Ladowej i Wodnej. Instytut Podstawowych Problemów Techniki, 2010.
[18] “Flexible and rigid sewer pipes in Europe: Comparing performance and environmental impact”, Report on the TEPPFA-PLASTICS EUROPE. Sustainable Municipal Pipes Project, 2005.
[19] European Standard. EN 12201: Polyethylene (PE) pipes for water supply, and for drainage and sewerage under pressure – dimensions. 2011.
[20] International Standard. ISO 13761: Plastics pipes and fittings – Pressure reduction factors for polyethylene pipeline systems for use at temperatures above 20 degrees C. 2017.
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[22] M. Słowik, I. Skrzypczak, R. Kotynia, M. Kaszubska, “The Application of a Probabilistic Method to the Reliability Analysis of Longitudinally Reinforced Concrete Beams”, Procedia Engineering, 2017, vol. 193, pp. 273–280, DOI: 10.1016/j.proeng.2017.06.214.
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[24] International Standard ISO 12162: Thermoplastics materials for pipes and fittings for pressure applications – Classification, designation and design coefficient. 2009.
[25] M. Bournonville, J. Dahnke, D. Darwin, “Statistical Analysis of the Mechanical Properties and Weight of Reinforcing Bars”, Structural Engineering and Engineering Materials, SL 04–1, 2004.
[26] M. Kwietniewski, K. Miszta-Kruk, ”Unreliability of Water Supply Networks in the Polish Towns Based on the Field Reliability Tests”, in Proceedings of The European Safety And Reliability Conference, Esrel, Troyes France, 2011.
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Authors and Affiliations

Andrzej Studzinski
1
ORCID: ORCID
Vlasta Ondrejka Harbulakova
2
ORCID: ORCID
Izabela Skrzypczak
1
ORCID: ORCID

  1. Rzeszow University of Technology, Faculty of Civil and Environmental Engineering and Architecture, ul. Poznanska 2, 35-084 Rzeszów, Poland
  2. Technical University of Kosice, Faculty of Civil Engineering, Vysokoskolská 4, 042 00 Košice, Slovak Republic
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Abstract

The paper is dedicated to the discussion of elastic coefficients of wood. Parameters for wood presented in the literature are critically evaluated and discussed. The orthotropic mathematical model, with nine different elastic parameters, is one of the most often used models of wood. However, mathematical limitations on these parameters for the correct model are not well known. Based on these limitations, the verification of orthotropic elastic parameters for different species of wood is presented. The analysis shows that the published data are often unclear and sometimes wrong. The attempt to relate experimental results to the mean values specified in the standards is the second aspect considered in this paper. The designer, a user of these standards, should have clear information that the given parameters are specified for specific mathematical model and species of wood. This paper attempts to propose such a classification.

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Authors and Affiliations

P. Obara
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Abstract

The frictional resistance coefficient of ventilation of a roadway in a coal mine is a very important technical parameter in the design and renovation of mine ventilation. Calculations based on empirical formulae and field tests to calculate the resistance coefficient have limitations. An inversion method to calculate the mine ventilation resistance coefficient by using a few representative data of air flows and node pressures is proposed in this study. The mathematical model of the inversion method is developed based on the principle of least squares. The measured pressure and the calculated pressure deviation along with the measured flow and the calculated flow deviation are considered while defining the objective function, which also includes the node pressure, the air flow, and the ventilation resistance coefficient range constraints. The ventilation resistance coefficient inversion problem was converted to a nonlinear optimisation problem through the development of the model. A genetic algorithm (GA) was adopted to solve the ventilation resistance coefficient inversion problem. The GA was improved to enhance the global and the local search abilities of the algorithm for the ventilation resistance coefficient inversion problem.

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Authors and Affiliations

Ke Gao
ORCID: ORCID
Lijun Deng
Jian Liu
Liangxiu Wen
Dong Wong
Zeyi Liu
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Abstract

It is meaningful to study the issues of CO migration and its concentration distribution in a blind gallery to provide a basis for CO monitoring and calculation of fume-drainage time, which is of a great significance to prevent fume-poisoning accidents and improve efficiency of an excavation cycle. Based on a theoretical analysis of a differential change of CO mass concentration and the CO dispersion model in a fixed site, this paper presents several blasting fume monitoring test experiments, carried out with the test location to the head LP in arrange of 40-140 m. Studies have been done by arranging multiple sensors in the arch cross-section of the blind gallery, located at the Guilaizhuang Gold Mine, Shandong Province, China. The findings indicate that CO concentrations in the axial directions are quadratic functions with the Y and Z coordinate values of the cross-section of the blind gallery in an ascending stage of CO time- -concentration curve, with the maximum CO concentrations in Y = 150 cm and Z = 150 cm. Also, the gradients of CO concentration in the gallery are symmetrical with the Y = 150 cm and Z = 150 cm. In the descending stage of CO time-concentration curve, gradients of CO concentration decrease in lateral sides and increase in the middle, then gradually decrease at last. The rules of CO concentration distribution in the cross-section are that airflow triggers the turbulent change of the CO distribution volume concentration and make the CO volume concentration even gradually in the fixed position of the gallery. Moreover, the CO volume concentrations decrease gradually, as well as volume concentration gradients in the cross-section. The uniformity coefficients of CO concentration with duct airflow velocities of 12.5 m/s, 17.7 m/s and 23.2 m/s reach near 0.9 at 100-140 m from the heading to the monitoring spot. The theoretical model of a one-dimensional migration law of CO basically coincides with the negative exponential decay, which is verified via fitting. The average effective turbulent diffusion coefficient of CO in the blind gallery is approximate to 0.108 m2/s. There are strong linear relationships between CO initial concentration, CO peak concentrations and mass of explosive agent, which indicates that the CO initial concentration and the CO peak concentration can be predicted, based on the given range of the charging mass. The above findings can provide reliable references to the selection, installation of CO sensors and prediction of the fume-drainage time after blasting.
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Authors and Affiliations

Yang Cao
Hongguang Ji
Yuezheng Zhang
Song Li
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Abstract

The article presents the new 2D asymmetrical PZT (a-PZT) and its effectiveness in the active reduction of triangular plate vibrations. The isosceles right triangular plate with simply supported edges was chosen as the research object. To determine the a-PZT asymmetry and its distribution on the plate, a maximum bending moment criterion for the beam was used. First of all, this criterion points out exact center location of the a-PZT. It was at the point, at which the plate bending moment has reached its maximum value. Next, at this point, it was assumed that the piezoelectric consists of active fibers located radially from the center. Each fiber acted on the plate as a separate actuator. Next, at each direction, the actuator asymmetry was found mathematically by minimizing the amplitude of the vibrations. By connecting the outer edges of individual fibers, the 2D a-PZT was obtained. It was quantitatively confirmed that the effectiveness of the new a-PZT was the best compared with the effectiveness of the standard square and the circular PZTs, adding the same exciting energy to the PZTs.
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Authors and Affiliations

Adam Brański
1
ORCID: ORCID
Romuald Kuras
1
ORCID: ORCID

  1. Department of Electrical and Computer Engineering Fundamentals, Rzeszow University of Technology, Rzeszow, Poland
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Abstract

The article extended the idea of active vibration reduction of beams with symmetric modes to beams with asymmetric modes. In the case of symmetric modes, the symmetric PZT (s-PZT) was used, and the optimization of the problem led to the location of the s-PZT centre at the point with the greatest beam curvature. In the latter case, the asymmetric modes that occur due to the addition of the point mass cause an asymmetric distribution of the bending moment and transversal displacement of a beam. In this case, the optimal approach to the active vibration reduction requires both new asymmetric PZT (a-PZT) and its new particular distribution on the beam. It has been mathematically determined that the a-PZT asymmetry point (a-point), ought to be placed at the point of maximum beam bending moment. The a-PZT asymmetry was found mathematically by minimizing the amplitude of the vibrations. As a result, it was possible to formulate the criterion of the maximum bending moment of the beam. The numerical calculations confirmed theoretical considerations. So, it was shown that in the case of asymmetric vibrations, the a-PZTs reduced vibrations more efficiently than the s-PZT.
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Authors and Affiliations

Adam Brański
1
ORCID: ORCID
Romuald Kuras
1
ORCID: ORCID

  1. Laboratory of Acoustics, Department of Electrical and Computer Engineering Fundamentals, Rzeszow University of Technology, Rzeszow, Poland
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Abstract

The basic tests that allow the mechanical properties of grained material to be evaluated are tests of an aggregate’s resistance to crushing - the Los Angeles coefficient, and resistance to abrasion - the micro-Deval coefficient. These parameters primarily depend on the physical and mechanical properties of the raw material from which they are produced. The available literature widely describes the relationship between these parameters and bulk density, porosity, ultrasonic wave velocity, compression strength, tensile strength and point strength. This paper presents the relationship between the mechanical properties of aggregates and their geometrical properties. The analysis was carried out for the relationship between the Los Angeles and micro- Deval coefficients and the flatness and shape indices. As a result of the conducted considerations, the influence of the aggregate assortment on the analysed coefficients was also noted. All of the tests were carried out for aggregates (arch stones and mixtures) produced from sandstones from the Magura, Cergo and Krosno layers.

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Authors and Affiliations

Joanna Hydzik-Wiśniewska
ORCID: ORCID
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Abstract

An alternative approach of the determining of conditions of safe stability loss of rectilinear motion of a wheeled vehicle model with controlled wheel module in the sense of N.N. Bautin is considered. The slipping forces are presented accurate within cubic expansion terms in the skid angles. Terms and conditions of safe stability loss depend on the ratio between the coefficients of resistance to the skid, the adhesion coefficients in the transverse direction of the axes and the parameter of torsional stiffness of the controlled wheel module. The presented approach to the analysis of real bifurcations related to the divergent loss of rectilinear motion mode stability has a clear geometric pattern: if in the vicinity of rectilinear motion at subcritical speed, there are additionally two unstable circular stationary states, then the stability limit is of dangerous nature in the sense of N.N. Bautin; if two circular stationary modes exist at supercritical speed, the limit of the stability loss in the parameter space of the longitudinal velocity is safe in the sense of N.N. Bautin. Analysis of the number of stationary modes in the vicinity of the critical velocity of rectilinear motion is performed for the obtained determining equation - cubic binomial.
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Authors and Affiliations

Alexandr Kravchenko
Vladimir Verbitskii
Valery Khrebet
Natalia Velmagina
Andrey Muranov
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Abstract

The paper presents the solution to a problem of determining the heat flux density and the heat transfer coefficient, on the basis of temperature measurement at three locations in the flat sensor, with the assumption that the heat conductivity of the sensor material is temperature dependent. Three different methods for determining the heat flux and heat transfer coefficient, with their practical applications, are presented. The uncertainties in the determined values are also estimated.

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Authors and Affiliations

Dawid Taler
Sławomir Grądziel
Jan Taler
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Abstract

The following paper presents the method for solving one-dimensional inverse boundary heat conduction problems. The method is used to estimate the unknown thermal boundary condition on inner surface of a thick-walled Y-branch. Solution is based on measured temperature transients at two points inside the element's wall thickness. Y-branch is installed in a fresh steam pipeline in a power plant in Poland. Determination of an unknown boundary condition allows for the calculation of transient temperature distribution in the whole element. Next, stresses caused by non-uniform transient temperature distribution and by steam pressure inside a Y-branch are calculated using the finite element method. The proposed algorithm can be used for thermal-strength state monitoring in similar elements, when it is not possible to determine a 3-D thermal boundary condition. The calculated temperature and stress transients can be used for the calculation of element durability. More accurate temperature and stress monitoring will contribute to a substantial decrease of maximal stresses that occur during transient start-up and shut-down processes.
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Authors and Affiliations

Sławomir Grądziel

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