Soil Load on Plastic Pipe and its Influence on Lifetime

[1] Krishnaswamy, R. K. “Analysis of ductile and brittle failures from creep rupture testing of high-density polyethylene (HDPE) pipes”, Polymer 46 (25), pp. 11664 – 11672, 2005. DOI: https://doi.org/10.1016/j.polymer.2005.09.08410.1016/j.polymer.2005.09.084Open DOISearch in Google Scholar

[2] Brömstrup, H. “PE 100 pipe systems”, 3rd ed., Vulkan-Verlag, Essen, Germany, 2009. ISBN 978-3-8027-2759-7Search in Google Scholar

[3] Pinter, G., Haager, M., Balika, W., Lang, R. W. “Fatigue crack growth in PE-HD pipe grades”, Plastics, Rubber and Composites 34 (1), pp. 25 – 33, 2005. DOI: https://doi.org/10.1179/174328905X2975810.1179/174328905X29758Open DOISearch in Google Scholar

[4] Nezbedová, E., Hutař, P., Zouhar, M., Knésl, Z., Sadílek, J., Náhlík, L. “The applicability of the Pennsylvania Notch Test for a new generation of PE pipe grades”, Polymer Testing 32 (1), pp. 106 – 114, 2013. DOI: https://doi.org/10.1016/j.polymertesting.2012.09.00910.1016/j.polymertesting.2012.09.009Open DOISearch in Google Scholar

[5] Hutař, P., Ševčík, M., Náhlík, L., Pinter, G., Frank, A., Mitev, I. “A numerical methodology for lifetime estimation of HDPE pressure pipes”, Engineering Fracture Mechanics 78 (17), pp. 3049 – 3058, 2011. DOI: https://doi.org/10.1016/j.engfracmech.2011.09.00110.1016/j.engfracmech.2011.09.001Open DOISearch in Google Scholar

[6] Frank, A., Hutař, P., Pinter, G. “Numerical assessment of PE 80 and PE 100 pipe lifetime based on Paris-Erdogan equation” Macromolecular Symposia 311 (1), pp. 112 – 121. DOI: https://doi.org/10.1002/masy.20100009610.1002/masy.201000096Open DOISearch in Google Scholar

[7] Janson, L-E. “Plastics pipes for water supply and sewage disposal”, 3^rd ed. Borealis, Stockholm, Sweden, 1999.Search in Google Scholar

[8] Williams, J. G., Hodgkinson, J. M., Gray, A. “The determination of residual stresses in plastic pipe and their role in fracture”, Polymer Engineering & Science 21 (13), pp. 822 – 828, 1981. DOI: https://doi.org/10.1002/pen.76021130410.1002/pen.760211304Search in Google Scholar

[9] Choi, S., Broutman, L. J. “Residual stresses in plastic pipes and fittings III. - Effect on stable crack growth behaviour”. Polymer (Korea) 21, pp. 83 – 92, 1997.Search in Google Scholar

[10] Poduška, J., Hutař, P., Kučera, J., Frank, A., Sadílek, J., Pinter, G., et al. “Residual stress in polyethylene pipes”, Polymer Testing 54 (September 2016), pp. 288 – 295, 2016. DOI: https://doi.org/10.1016/j.polymertesting.2016.07.01710.1016/j.polymertesting.2016.07.017Search in Google Scholar

[11] Poduška, J., Kučera, J., Hutař, P., Ševčík, M., Křivánek, J., Sadílek, J., et al. “Residual stress distribution in extruded polypropylene pipes”, Polymer Testing 40 (December 2014), pp. 88 – 98, 2014. DOI: https://doi.org/10.1016/j.polymertesting.2014.08.00610.1016/j.polymertesting.2014.08.006Open DOISearch in Google Scholar

[12] Valkovič V, Jančo R, Frydrýšek K. “The effect of landslide on gas pipeline”, Strojnicky časopis – Journal of Mechanical Engineering 66 (2), pp. 95 – 100, 2016. DOI: https://doi.org/10.1515/scjme-2016-002310.1515/scjme-2016-0023Open DOISearch in Google Scholar

[13] ÖNORM B 5012: Statische Berechnung erdverlegter Rohrleitungen für die Wasserversorgung und die Abwasser-Entsorgung 2008.Search in Google Scholar

[14] Ševčík, M., Arbeiter, F., Hutař, P., Pinter, G., Náhlík, L. “The Effect of Soil Load on Fracture Behaviour of Three-Layer Polymer Pipe for Non-Pressurised Applications”, Key Engineering Materials 627, pp. 197 – 200, 2015. DOI: https://doi.org/10.4028/www.scientific.net/KEM.627.19710.4028/www.scientific.net/KEM.627.197Open DOISearch in Google Scholar

[15] Frank, A., Arbeiter, F., Berger, I., Hutař, P., Náhlík, L., Pinter, G. “Fracture Mechanics Lifetime Prediction of Polyethylene Pipes”, Journal of Pipeline Systems Engineering and Practice 10 (1), pp. 1 – 14, 2019. DOI: https://doi.org/10.1061/(ASCE)PS.1949-1204.000035610.1061/(ASCE)PS.1949-1204.0000356Open DOISearch in Google Scholar