Details

Title

The influence of the properties of water pipes made of PE on their durability and reliability

Journal title

Archives of Civil Engineering

Yearbook

2022

Volume

vol. 68

Issue

No 1

Affiliation

Studzinski, Andrzej : Rzeszow University of Technology, Faculty of Civil and Environmental Engineering and Architecture, ul. Poznanska 2, 35-084 Rzeszów, Poland ; Harbulakova, Vlasta Ondrejka : Technical University of Kosice, Faculty of Civil Engineering, Vysokoskolská 4, 042 00 Košice, Slovak Republic ; Skrzypczak, Izabela : Rzeszow University of Technology, Faculty of Civil and Environmental Engineering and Architecture, ul. Poznanska 2, 35-084 Rzeszów, Poland

Authors

Keywords

coefficient of variation ; material properties ; polyethylene pipes ; reliability

Divisions of PAS

Nauki Techniczne

Coverage

129-143

Publisher

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

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.
[21] S. Wolinski, Podstawy Projektowania Konstrukcji”, in Budownictwo ogólne, Warszawa PWN, 2011.
[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.
[23] J. Szyszka, J. Kogut, I. Skrzypczak,W. Kokoszka, “Selective Internal Heat Distribution in Modified Trombe Wall”, IOP Conference Series: Earth and Environmental Science, 2017, vol. 95, no. 4, DOI: 10.1088/1755-1315/95/4/042018.
[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.

Date

2022.03.30

Type

Article

Identifier

DOI: 10.24425/ace.2022.140160
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