Numerical Analysis of Underground Pipelines with CFRP Against Surface and Subsurface Blasts

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Dynamic Behavior of Soft and Hard Materials, Volume 2 (IMPLAST 2022)

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Abstract

The contribution of underground pipelines in the present time is imperative. However, in recent years, they have become a target to explosives and terrorist attacks. So, its assessment against blast loading has become very crucial. The present work is focused on the blast resistant design of pipelines. In this study, CEL (Combined Eulerian–Lagrangian) approach is used to assess the response of X70 grade steel pipelines against blast loading. Underground steel pipelines subjected to TNT (Trinitrotoluene) charges placed at or below the ground surface are investigated. The CFRP (Carbon Fiber Reinforced Polymer) sheets have been used to strengthen the pipeline against these types of incidents. Different material models, Equation of State (EoS) are utilized to replicate the actual response of different components under blast loading. X70 grade steel pipelines of two different thickness are studied with and without protective barriers to determine the mitigation provided by protective covering. The results of this study are validated with empirical formulas and are in good agreement. Effect of application of CFRP on maximum equivalent plastic strain of pipes and damage length of pipes are studied. A parametric study has been carried out by considering different thickness, internal pressure in pipelines, varying the position, amount of explosive and CFRP thickness to analyze the response of buried pipelines to such dynamic events. It is observed that the CFRP shield reduces the damage, strain induced due to explosion substantially and can be effectively utilized as an additional measure to improve the resistance of pipelines against blast. Consequently, this study contributes towards the safety and blast resistant design of underground steel pipelines.

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Abbreviations

ALE:

Arbitrary Lagrangian–Eulerian

CEL:

Combined Eulerian Lagrangian

CFRP:

Carbon Fiber Reinforced Polymer

EoS:

Equation of State

FE:

Finite Element

OD:

Outer Diameter

TNT:

Trinitrotoluene

References

  1. Rajput A, Iqbal MA, Gupta NK (2018) Ballistic performances of concrete targets subjected to long projectile impact. Thin-Walled Struct 126:171–181. https://doi.org/10.1016/j.tws.2017.01.021

    Article  Google Scholar 

  2. Rajput A, Iqbal MA (2017) Impact behavior of plain, reinforced and prestressed concrete targets. Mater Des 114:459–474. https://doi.org/10.1016/j.matdes.2016.10.073

    Article  Google Scholar 

  3. Rajput A, Iqbal MA (2017) Ballistic performance of plain, reinforced and pre-stressed concrete slabs under normal impact by an ogival-nosed projectile. Int J Impact Eng 110:57–71. https://doi.org/10.1016/j.ijimpeng.2017.03.008

    Article  Google Scholar 

  4. Patnaik G, Kaushik A, Rajput A, Prakash G (2022) Numerical study on perforation characteristics of carbon-fiber reinforced composite laminates subjected to impact loading. In: Proceedings of SECON’21: structural engineering and construction management. Springer International Publishing, pp 249–263

    Google Scholar 

  5. Pichler B, Hellmich C, Mang HA, Eberhardsteiner J (2006) Loading of a gravel-buried steel pipe subjected to rockfall. J Geotech Geoenviron Eng 132(11):1465–1473. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1465)

    Article  Google Scholar 

  6. **a Y, Jiang N, Zhou C, Luo X (2019) Safety assessment of upper water pipeline under the blasting vibration induced by Subway tunnel excavation. Eng Fail Anal 104:626–642. https://doi.org/10.1016/j.engfailanal.2019.06.047

    Article  Google Scholar 

  7. Yang JL, Lu GY, Yu TX, Reid SR (2009) Experimental study and numerical simulation of pipe-on-pipe impact. Int J Impact Eng 36(10–11):1259–1268. https://doi.org/10.1016/j.ijimpeng.2009.05.001

    Article  Google Scholar 

  8. Tafreshi SM, Khalaj O (2011) Analysis of repeated-load laboratory tests on buried plastic pipes in sand. Soil Dyn Earthq Eng 31(1):1–5. https://doi.org/10.1016/j.soildyn.2010.06.016

    Article  Google Scholar 

  9. Guan X, Wang X, Zhu Z, Zhang L, Fu H (2020) Ground vibration test and dynamic response of horseshoe-shaped pipeline during tunnel blasting excavation in pebbly sandy soil. Geotech Geol Eng 38:3725–3736. https://doi.org/10.1007/s10706-020-01249-x

    Article  Google Scholar 

  10. Esparza ED, Westine PS, Wenzel AB (1981) Pipeline response to buried explosive detonations. Southwest Research Institute Report to the American Gas Association AGA Project. PR-15-109

    Google Scholar 

  11. Tang Q, Jiang N, Yao Y, Zhou C, Wu T (2020) Experimental investigation on response characteristics of buried pipelines under surface explosion load. Int J Press Vessels Pip 183:104101. https://doi.org/10.1016/j.ijpvp.2020.104101

    Article  Google Scholar 

  12. Abedi AS, Hataf N, Shivaei S, Ghahramani A (2020) Comparative study of analytical and numerical evaluation of the dynamic response of buried pipelines to road-cut excavation blasting. Geomech Geoeng 15(2):140–148. https://doi.org/10.1080/17486025.2019.1634289

    Article  Google Scholar 

  13. Qu Y, Li Z, Zhang R, Qin Y, Zhang D (2021) Dynamic performance prediction and influencing factors analysis of buried polyethylene pipelines under subsurface localized explosion. Int J Press Vessels Pip 189:104252. https://doi.org/10.1016/j.ijpvp.2020.104252

    Article  CAS  Google Scholar 

  14. Anil Ö, Erdem RT, Kantar E (2015) Improving the impact behavior of pipes using geofoam layer for protection. Int J Press Vessels Pip 132:52–64. https://doi.org/10.1016/j.ijpvp.2015.05.007

    Article  Google Scholar 

  15. Malachowski J, Mazurkiewicz L, Gieleta R (2012) Analysis of structural element with and without protective cover under impulse load. In: Proceedings of 12th Pan-American congress of applied mechanics, Port of Spain, Trinidad

    Google Scholar 

  16. Tupa N, Palmeira EM (2007) Geosynthetic reinforcement for the reduction of the effects of explosions of internally pressurised buried pipes. Geotext Geomembr 25(2):109–127. https://doi.org/10.1016/j.geotexmem.2006.07.001

    Article  Google Scholar 

  17. Abaqus V (2014) 6.14-1 Abaqus/standard user’s manual and Abaqus CAE manual. Dassault Systemes Simulia Corp., Providence, RI, USA

    Google Scholar 

  18. Menon ES (2005) Gas pipeline hydraulics. CRC Press

    Google Scholar 

  19. American National Standards Institute (1995) Gas transmission and distribution pi** systems. American Society of Mechanical Engineers

    Google Scholar 

  20. Wang Z, Lu Y, Hao H, Chong K (2005) A full coupled numerical analysis approach for buried structures subjected to subsurface blast. Comput Struct 83(4–5):339–356. https://doi.org/10.1016/j.compstruc.2004.08.014

    Article  Google Scholar 

  21. Song K, Long Y, Ji C, Gao F, Chen H (2016) Experimental and numerical studies on the deformation and tearing of X70 pipelines subjected to localized blast loading. Thin-Walled Struct 107:156–168. https://doi.org/10.1016/j.tws.2016.03.010

    Article  Google Scholar 

  22. Amli A, Sabah A, Al-Ansari N, Laue J (2019) Study numerical simulation of stress-strain behavior of reinforced concrete bar in soil using theoretical models. Civil Eng J 11(5):2349–2358. https://doi.org/10.28991/cej-2019-03091416

  23. Patnaik G, Kaushik A, Rajput A, Prakash G, Velmurugan R (2021) Ballistic performance of quasi-isotropic CFRP laminates under low velocity impact. J Compos Mater 55(24):3511–3527. https://doi.org/10.1177/00219983211023869

    Article  CAS  Google Scholar 

  24. Shi Y, Swait T, Soutis C (2012) Modelling damage evolution in composite laminates subjected to low velocity impact. Compos Struct 94(9):2902–2913. https://doi.org/10.1016/j.compstruct.2012.03.039

    Article  Google Scholar 

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Correspondence to Abhishek Rajput .

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Patnaik, G., Rajput, A., Iqbal, M.A., Gupta, N.K. (2024). Numerical Analysis of Underground Pipelines with CFRP Against Surface and Subsurface Blasts. In: Velmurugan, R., Balaganesan, G., Kakur, N., Kanny, K. (eds) Dynamic Behavior of Soft and Hard Materials, Volume 2. IMPLAST 2022. Springer Proceedings in Materials, vol 35. Springer, Singapore. https://doi.org/10.1007/978-981-99-6255-6_15

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