Mechanics of Composite Materials

, Volume 50, Issue 6, pp 725–732 | Cite as

Effect of Technological Tensioning on the Efficiency of Reinforcement of Pipelines with Composite Bands

  • E. Barkanov
  • D. Beschetnikov
  • G. Lvov

A mathematical model for the contact interaction of a cylindrical pipe with a composite band during its repair is constructed. A system of governing equations of the contact problem is formulated by using the Timoshenko theory of shells. An analysis of possible solutions is carried out for various combinations of geometric and elastic properties of shells. The possibility of pretension of a prepreg in order to improve the efficiency of repair is considered. The numerical results obtained allow one to establish the desired level of pretension for various repair situations.


pipelines nondestructive repair composite band contact problem 



This study was financially supported by the 7th EU Frame Program, Maria Curie Initiative, Project “INNOPIPES”, PIRSES-GA-2012-318874, (Innovative methods of nondestructive control and composite repair of pipelines with defects of their surface with the use of composites).


  1. 1.
    A. R. Mableson, K. R. Dunn, N. Dodds, and A. G. Gibson, “Refurbishment of steel tubular pipes using composite materials,” Plast. Rubber Comp., 29, 558-565 (2000).CrossRefGoogle Scholar
  2. 2.
    J. L. F. Freire, R. D. Vieira, J. L. C. Diniz, and L. C. Meniconi, “Effectiveness of composite repairs applied to damaged pipeline,” Exp. Tech. Soc. Exp. Mech., 31, 59-66 (2007).Google Scholar
  3. 3.
    H. Sd. C. Mattos, J. M. L. Reis, R. F. Sampaio, and V. Perrut, “An alternative methodology to repair localized corrosion damage in metallic pipelines with epoxy resins,” Mater. Des., 30, 3581-3591 (2009).CrossRefGoogle Scholar
  4. 4.
    A. Y. L. Leong, K. H. Leong, Y. C. Tan, P. F. M. Liew, C. D. Wood, W. Tian, et al., “Overwrap composite repairs of offshore risers at topside and splash zone,” Proc. Int. Comm. Compos. Mater. (ICCM-18), Jeju Island, Korea Int. Comm. Compos. Mater., August 21-26 (2011).Google Scholar
  5. 5.
    J. M. Duell, J. M. Wilson, and M. R. Kessler, “Analysis of a carbon composite overwrap pipeline repair system,” Int. J. Press. Vess. Piping, 85, 782-788 (2008).CrossRefGoogle Scholar
  6. 6.
    C. Alexander and B. Francini, “State of the art assessment of composite systems used to repair transmission pipelines,” Proc. 6th Int. Pipeline Conf., Calgary, Alberta: ASME; September 25-29 (2006).Google Scholar
  7. 7.
    Band/Overwrap system RES-Q Composite Wrap, T. D. Williamson Inc. URL: (reference date: 20.01.2014).
  8. 8.
    J. Lukаcs, G. Nagy, I. Tоrоk, J. Еgert, and B. Pere, “Experimental and numerical investigations of external reinforced damaged pipelines,” Procedia Engin., 2, 1191-1200 (2010).CrossRefGoogle Scholar
  9. 9.
    The American Society of Mechanical Engineers. Repair of Pressure Equipment and Piping. ASME PCC-2-2006. ASME, New York (2006).Google Scholar
  10. 10.
    ASTM Committee D20. Standard practice for obtaining hydrostatic or pressure design basis for “fiberglass” (glassfiber-reinforced thermosetting resin) pipe and fittings. ASTM D2992-2006. West Conshohocken: Am. Soc. for Testing and Materials (2006).Google Scholar
  11. 11.
    ISO. Petroleum, petrochemical and natural gas industries — composite repairs of pipework — qualification and design, installation, testing and inspection. ISO/TS 24817, Int. Organization for Standardization (ISO), London (2006).Google Scholar
  12. 12.
    S. B. Cunha and T. A. Netto, “Analytical solution for stress, strain and plastic instability of pressurized pipes with volumetric flaws,” Int. J. Pres. Vess. Piping, 89, 187-202 (2012).CrossRefGoogle Scholar
  13. 13.
    T. Szary, The Finite Element Method Analysis for Assessing the Remaining Strength of Corroded Oil Field Casing and Tubing. PhD thesis. Geotechnik und Bergbau der Technischen Univ. Bergakademie, Freiberg (2006).Google Scholar
  14. 14.
    C. Alexander, Development of a Composite Repair System for Reinforcing Offshore Risers. PhD thesis. Texas A&M Univ., Texas (2007).Google Scholar
  15. 15.
    A. Shouman and F. Taheri, “Compressive strain limits of composite repaired pipelines under combined loading states,” Compos. Struct., 93, 1538-1548 (2011).CrossRefGoogle Scholar
  16. 16.
    M. W. Keller, B. D. Jellison, and T. Ellison, “Moisture effects on the thermal and creep performance of carbon fiber/epoxy composites for structural pipeline repair,” Composites: Part B: Eng., 45, Iss. 1, 1173-1180 (2013).Google Scholar
  17. 17.
    M. F. Kоpple, S. Lauterbach, and W. Wagner, “Composite repair of through-wall defects in pipework — analytical and numerical models with respect to ISO/TS24817,” Compos. Struct., 95, 173-178 (2013).CrossRefGoogle Scholar
  18. 18.
    D. A. Beschetnikov and G. I. Lvov, “Contact problem for a cylindrical shell with a composite band,” Vestn. NTU KhPI, 67, 19-25 (2012).Google Scholar
  19. 19.
    D. A. Beschetnikov and G. I. Lvov, “Contact interaction between a cylindrical shell and a composite band with account of shear deformation,” in: Trans. VII All-Russia (with international participation) Conf. on Mechanics of Rigid Deformable Bodies, Rostov-on-Don, October 15-18, 2013. Izdat. YuF, Rostov-on-Don (2013), pp. 90-95.Google Scholar
  20. 20.
    G. Lvov, “Investigation of the contact interaction between nonlinear elastic shells of finite shear rigidity and punches,” Int. Appl. Mech., 20, 246-251 (1984).Google Scholar
  21. 21.
    B. L. Pelekh, The Theory of Shells with a Finite Shear Rigidity [in Russian], Naukova Dumka, Kiev (1973).Google Scholar

Copyright information

© Springer Science+Business Media New York 2015

Authors and Affiliations

  1. 1.Riga Technical UniversityRigaLatvia
  2. 2.Khar’kov Polytechnical InstituteKhar’kovUkraine

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