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
This work is licensed under the Creative Commons Attribution 4.0 International License.
Thepot O., International Comparison of Methods for the Design of Sewer Linings, 3R International 8–9, Vulcan-Verlag GmbH, Essen, 2004ThepotO.International Comparison of Methods for the Design of Sewer Linings, 3R International 8–9Vulcan-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.Structural design of linings, Proceedings of the International Conference on Underground Infrastructure ResearchKitchener, 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 1216Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin – impregnated tubeASTM DesignationPhiladelphia1998Search in Google Scholar
RERAU. Project national Réhabilitation des réseaux d’assainissement urbains. Reconstructuration des collecteurs visitables, Guide technique Tome 1, 2002.RERAUProject national Réhabilitation des réseaux d’assainissement urbains. Reconstructuration des collecteurs visitables, Guide technique Tome 12002Search in Google Scholar
WRc/WAA 4th ed. Sewerage Rehabilitation Manual (SRM), UK Water Research Centre/Water Authorities Association, Swindon, 2001.WRc/WAA 4th ed. Sewerage Rehabilitation Manual (SRM)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 143-2Sanierung von Entwässerungssystemen außerhalb von Gebäuden Teil 2: Statische Berechnung zur Sanierung von Abwasserleitungen und -kanälen mit Lining - und Montageverfahren, Lipiec2015Search 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.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 31.01.202110.2478/sgem-2021-0002Search in Google Scholar
Rusiński E.: The Finite Element Method, Wydawnictwo Komunikacji i Łączności. Warsaw, 1994.RusińskiE.The Finite Element Method, Wydawnictwo Komunikacji i ŁącznościWarsaw1994Search in Google Scholar
PN-EN ISO 178:2019-06 - Plastics — Determination of flexural propertiesPN-EN ISO 178:2019-06 - Plastics — Determination of flexural propertiesSearch in Google Scholar
GWT manual, 2000. Germann Instruments, Denmark.GWT manual2000Germann InstrumentsDenmarkSearch in Google Scholar
Timoshenko S.P., Gere J.M.: Theory of Elastic Stability. Mc Graw – Hill. New York, 1961.TimoshenkoS.P.GereJ.M.Theory of Elastic StabilityMc 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 TemperaturerhöhungDer Stahlbau461977212217Search 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 imperfectionsTunnelling and Underground Space Technology182003421434Elsevier 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 loadsTunnelling and Underground Space Technology222007655665Elsevier 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 testsArchives of Civil and Mechanical Engineering1620163040Wrocław201510.1016/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.3D Modeling of pipe liners with thickness variationsInternational 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 linersTunnelling and Underground Space Technology222007666678Elsevier 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 pipesUnderground Space420194858Elsevier 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 methodTunnelling and Underground Space Technology712018544554Elsevier 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 methodUnderground Space520203042Elsevier 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 stressMarine Structures722020102746Elsevier 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 pressureTrenchless Technology Research121–2315Elsevier 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 liningsTrenchless Technology Research152000254110.1016/S0886-7798(00)00064-XSearch in Google Scholar
Abaqus - Wrocław Center for Networking and Supercomputing (http://www.wcss.pl)Abaqus - Wrocław Center for Networking and Supercomputing (http://www.wcss.pl)Search in Google Scholar