Laboratory tests and analysis of CIPP epoxy resin internal liners used in pipelines – part II: comparative analysis with the use of the FEM and engineering algorithms
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Thepot O., International Comparison of Methods for the Design of Sewer Linings, 3R International 8–9, Vulcan-Verlag GmbH, Essen, 2004ThepotO.Vulcan-Verlag GmbHEssen2004Search in Google Scholar
Falter B.: Structural design of linings, Proceedings of the International Conference on Underground Infrastructure Research, Kitchener, Ontario, Balkema publisher, 2001, s. 49–58FalterB.Kitchener, OntarioBalkema publisher2001495810.1201/9781003077480-8Search in Google Scholar
ASTM F 1216, Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin – impregnated tube, ASTM Designation, Philadelphia, 1998.ASTM F 1216ASTM DesignationPhiladelphia1998Search in Google Scholar
RERAU. Project national Réhabilitation des réseaux d’assainissement urbains. Reconstructuration des collecteurs visitables, Guide technique Tome 1, 2002.RERAU2002Search in Google Scholar
WRc/WAA 4th ed. Sewerage Rehabilitation Manual (SRM), UK Water Research Centre/Water Authorities Association, Swindon, 2001.UK Water Research Centre/Water Authorities AssociationSwindon2001Search in Google Scholar
DWA-A 143-2: Sanierung von Entwässerungssystemen außerhalb von Gebäuden Teil 2: Statische Berechnung zur Sanierung von Abwasserleitungen und -kanälen mit Lining - und Montageverfahren, Lipiec 2015DWA-A 143-22015Search in Google Scholar
Abel T., Laboratory tests and analysis of CIPP epoxy-resin internal liners used in pipelines – part I: comparison of tests and engineering calculations, Studia Geotechnica et Mechanica, accepted for publication on 31.01.2021AbelT.10.2478/sgem-2021-0002Search in Google Scholar
Rusiński E.: The Finite Element Method, Wydawnictwo Komunikacji i Łączności. Warsaw, 1994.RusińskiE.Warsaw1994Search in Google Scholar
Timoshenko S.P., Gere J.M.: Theory of Elastic Stability. Mc Graw – Hill. New York, 1961.TimoshenkoS.P.GereJ.M.Mc Graw – HillNew York1961Search in Google Scholar
Glock D.: Überkritisches Verhalten eines starr ummantelten Kreisrohres bei Wasserdruck von außen und Temperaturerhöhung, Der Stahlbau 46, 1977, s. 212–217.GlockD.Überkritisches Verhalten eines starr ummantelten Kreisrohres bei Wasserdruck von außen und Temperaturerhöhung461977212217Search in Google Scholar
Madryas C., Szot A., Structural sensitivity of circular sewer liners to geometrical imperfections, Tunnelling and Underground Space Technology 18 (2003) 421–434, Elsevier Science Ltd. 2003MadryasC.SzotA.Structural sensitivity of circular sewer liners to geometrical imperfections182003421434Elsevier Science Ltd.200310.1016/S0886-7798(03)00065-8Search in Google Scholar
Law T.C.M., Moore I. D., Numerical modeling of tight fitting flexible liner in damaged sewer under earth loads, Tunnelling and Underground Space Technology 22 (2007) 655–665, Elsevier Science Ltd. 2007LawT.C.M.MooreI. D.Numerical modeling of tight fitting flexible liner in damaged sewer under earth loads222007655665Elsevier Science Ltd.200710.1016/j.tust.2006.11.006Search in Google Scholar
Abel. T., Changes in strength parameters of pipelines rehabilitated with close-fit Trolining liners – Numerical analysis based on laboratory tests, Archives of Civil and Mechanical Engineering 16 (2016) 30 – 40, Wrocław, 2015Abel.T.Changes in strength parameters of pipelines rehabilitated with close-fit Trolining liners – Numerical analysis based on laboratory tests1620163040Wrocław201510.1016/j.acme.2015.09.002Search in Google Scholar
Zhao W. Z., Hall D., 3D Modeling of pipe liners with thickness variations, International No-Dig Show 2004, New Orleans, 2004ZhaoW. Z.HallD.International No-Dig Show 2004New Orleans2004Search in Google Scholar
Jaganathan A., Allouche E., Baumert M., Experimental and numerical evaluation of the impact of folds on the pressure rating of CIPP liners, Tunnelling and Underground Space Technology 22 (2007) 666–678, Elsevier Science Ltd. 2007JaganathanA.AlloucheE.BaumertM.Experimental and numerical evaluation of the impact of folds on the pressure rating of CIPP liners222007666678Elsevier Science Ltd.200710.1016/j.tust.2006.11.007Search in Google Scholar
Khademi-Zahedi R., Shishesaz M., Application of a finite element method to stress distribution in buried patch repaired polyethylene gas pipes, Underground Space 4 (2019) 48–58, Elsevier Science Ltd. 2019Khademi-ZahediR.ShishesazM.Application of a finite element method to stress distribution in buried patch repaired polyethylene gas pipes420194858Elsevier Science Ltd.201910.1016/j.undsp.2018.05.001Search in Google Scholar
Shou K.J., Chen B.C., Numerical analysis of the mechanical behaviors of pressurized underground pipelines rehabilitated by cured-in-place-pipe method, Tunnelling and Underground Space Technology 71 (2018) 544–554, Elsevier Science Ltd. 2018ShouK.J.ChenB.C.Numerical analysis of the mechanical behaviors of pressurized underground pipelines rehabilitated by cured-in-place-pipe method712018544554Elsevier Science Ltd.201810.1016/j.tust.2017.11.005Search in Google Scholar
Shou K.J., Huang C.C., Numerical analysis of straight and curved underground pipeline performance after rehabilitation by cured-in-place method, Underground Space 5 (2020) 30–42, Elsevier B.V., 2020ShouK.J.HuangC.C.Numerical analysis of straight and curved underground pipeline performance after rehabilitation by cured-in-place method520203042Elsevier B.V.202010.1016/j.undsp.2018.10.003Search in Google Scholar
Arumugam T., Karuppanan S., Ovinis M., Finite element analyses of corroded pipeline with single defect subjected to internal pressure and axial compressive stress, Marine Structures 72 (2020) 102746, Elsevier Science Ltd. 2020ArumugamT.KaruppananS.OvinisM.Finite element analyses of corroded pipeline with single defect subjected to internal pressure and axial compressive stress722020102746Elsevier Science Ltd.202010.1016/j.marstruc.2020.102746Search in Google Scholar
Boot J.C., Elastic buckling of cylindrical pipe linings with small imperfections subject to external pressure, Trenchless Technology Research, VOL. 12, No. 1–2, pp. 3–15, Elsevier Science Ltd. 1998, EnglandBootJ.C.Elastic buckling of cylindrical pipe linings with small imperfections subject to external pressure121–2315Elsevier Science Ltd.1998England10.1016/S0886-7798(98)00018-2Search in Google Scholar
Thépot O.: A new design method for non-circular sewer linings. Trenchless Technology Research 15, 2000, s. 25–41.ThépotO.A new design method for non-circular sewer linings152000254110.1016/S0886-7798(00)00064-XSearch in Google Scholar
Abaqus - Wrocław Center for Networking and Supercomputing (http://www.wcss.pl)Search in Google Scholar