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Number of results: 5
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Abstract

In this paper the influence of high power airborne ultrasound on drying biological material (Lobo apple) properties is considered. Apple samples were dried convectively at 75 ◦C and air flow of 2 m/s with and without ultrasound assist at 200W. During experiments, sun-drenched and not sun-drenched part of fruits were considered separately to show, how the maturity of the product influences dry material properties. Dried apple crisps in a size of small bars were subjected to compression tests during which acoustic emission (AE) was used. Analysis of AE and strength test results shows that correlations between received acoustic signals and sensory attributes (crispness, brittleness) of dried apples can be found. It was noted that ultrasound improved fruit brittleness in comparison with pure convective processes, where fruit maturity determines a kind of destruction and behaviour of dried apple crisps.

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Authors and Affiliations

Jacek Banaszak
Andrzej Pawłowski
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Abstract

The Legnica deposit is one of the most prospective in the context of future lignite mining. Its extraction will be inseparable from the removal of the rocks of the overburden, the volume of which is very large. Due to the raw material properties, some of the rocks can be classified as accompanying minerals. The raw material identification of overburden sediments in the Legnica lignite deposit is insufficient. So far, they haven’t been the subject of detailed and comprehensive research to prove their usefulness. The article was a summary of the knowledge on this subject. The following should be included in the accompanying minerals: Quaternary sands and gravels, tertiary sands and clays (Poznan clays). They are present in two colour variants in the Legnica deposit - and fiery. The mineral composition of greenish-blue clays allows them to be included in illite-kaolinite- smectite varieties, in turn fiery clays as kaolinite-illite-smectite varieties. The tertiary clays are a very useful raw material for the production of building materials. In addition, they are potential mineral sorbents due to the nature of the association of clay minerals (occurrence of montmorillonite). They also show suitability for building waterproofing barriers. Quaternary gravels and sands, developed in the overburden Legnica deposit are differentiated raw materials. Some of them are raw materials for the construction industry. The glacial tills can be used as a component of ceramic mixtures. Tertiary sands can be used as a proppant material. The information on the raw material properties of these sediments will be one of the essential criteria for their treatment as accompanying minerals. Minerals accompanying those developed in the Legnica deposit should be exploited and deposited selectively. The creation of anthropogenic deposits accumulating these minerals will provide the possibility of their use for decades after the termination of operation.

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Authors and Affiliations

Tadeusz Ratajczak
Elżbieta Hycnar
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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.
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[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.
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[19] European Standard. EN 12201: Polyethylene (PE) pipes for water supply, and for drainage and sewerage under pressure – dimensions. 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 described properties of electro-spark deposited coatings under influence of the laser treatment process. The properties were assessed by analyzing the coating microstructure, X-ray radiation, microhardness, bonding strength, corrosion resistance, porosity and wear tests. The tests were conducted for Mo and Cu coatings (the anode) which were electro-spark deposited over the C45 steel substrate (the cathode) and melted with a laser beam. The coatings were deposited by means of an ELFA-541. The laser processing was performed with an Nd:YAG laser. The coatings after laser processing are still distinguished by very good performance properties, which make them suitable for use in sliding friction pairs.
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Authors and Affiliations

N. Radek
A. Szczotok
A. Gądek-Moszczak
R. Dwornicka
J. Bronček
J. Pietraszek
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Abstract

The article presents the results of investigation of ultra-strength nanostructured bainitic steel Fe-0.6%C-1.9%Mn-1.8%Si-1.3%Cr-0.7%Mo (in wt. %) subjected to shear and uniaxial compression under high strain rate loading. Steel of microstructure consisted of carbide-free bainite and carbon enriched retained austenite presents a perfect balance of mechanical properties especially strength to toughness ratio. Two retained austenite morphologies exist which controlled ductility of the steel: film between bainite laths and separated blocks. It is well established that the strain induced transformation of carbon enriched retained austenite to martensite takes place during deformation. Shear localisation has been found to be an important and often dominant deformation and fracture mode in high-strength steels at high strain rate. Deformation tests were carried out using Gleeble simulator and Split Hopkinson Pressure Bar. Shear and compression strength were determined and toughness and crack resistance were assessed. Susceptibility of nanostructured bainitic steel to the formation of adiabatic shear bands (ASBs) and conditions of the bands formation were analysed. The results suggest that the main mechanism of hardening and failure at the dynamic shearing is local retained austenite transformation to high-carbon martensite which preceded ASBs formation. In the area of strain localization retained austenite transformed to fresh martensite and then steel capability to deformation and strengthening decreases.

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Authors and Affiliations

J. Marcisz
J. Janiszewski

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