Novel Curve-Shape Sandwich Composites with Flexible Cores for Rehabilitation of Buried Infrastructure: Experimental and Analytical Studies Considering Geometric Nonlinearity
Publication: Journal of Pipeline Systems Engineering and Practice
Volume 15, Issue 3
Abstract
This paper presents findings from an experiment examining a novel curve-shape sandwich composite made of fiber-reinforced polymer (FRP) facesheets and flexible cores under transverse compressive loading. The curve-shape sandwich composites aim to enhance strength and stiffness while minimizing material use, particularly as liner for rehabilitation of large buried infrastructure like pipes and culverts. The study involved fabricating and testing 24 circular liners with various facesheet–core combinations. Results include deflection measurements, load data, and tensile strain values at different points on the liners. The stiffness of each sandwich specimen was compared to theoretical predictions based on composite facesheet behavior. Notably, bulkermat cores demonstrated superior stiffness and strength compared to three-dimensional (3D) woven fabric cores, exhibiting higher composite action. In contrast, solid-wall liners exhibited greater deformations than sandwich liners. To predict these significant deformations, an iterative analytical model was developed, accounting for geometric nonlinearity. This model accurately predicted test data prior to any material nonlinearity, such as facesheet or core failure. Additionally, the model was used to perform a parametric analysis, exploring various liner characteristics, including diameter, FRP layers, core thickness, and liner shape.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The support and assistance provided by the technicians (Jordan Maerz, Jesse Keane, and Brian Kennedy) at the Department of Civil and Resource Engineering, Dalhousie University, for fabricating and testing the specimens is greatly appreciated. The authors would like to thank QuakeWrap Inc. (Tucson, AZ, US) for providing all the materials that was used for this research.
References
Abraham, D. M., and S. A. Gillani. 1999. “Innovations in materials for sewer system rehabilitation.” Tunnelling Underground Space Technol. 14 (1): 43–56. https://doi.org/10.1016/S0886-7798(99)00003-6.
Allen, H. G. 2013. Analysis and design of structural sandwich panels. Oxford, UK: Pergamon Press.
Arjomandi, K., and F. Taheri. 2010. “Elastic buckling capacity of bonded and unbonded sandwich pipes under external hydrostatic pressure.” J. Mech. Mater. Struct. 5 (3): 391–408. https://doi.org/10.2140/jomms.2010.5.391.
Arjomandi, K., and F. Taheri. 2011. “A new look at the external pressure capacity of sandwich pipes.” Mar. Struct. 24 (1): 23–42. https://doi.org/10.1016/j.marstruc.2010.12.001.
Arjomandi, K., and F. Taheri. 2012. “Bending capacity of sandwich pipes.” Ocean Eng. 48 (Jul): 17–31. https://doi.org/10.1016/j.oceaneng.2011.09.014.
ASTM. 2021. Standard test method for determination of external loading characteristics of plastic pipe by parallel-plate loading. ASTM D2412-21. West Conshohocken, PA: ASTM.
Betts, D., P. Sadeghian, and A. Fam. 2018. “Experimental behavior and design-oriented analysis of sandwich beams with bio-based composite facings and foam cores.” J. Compos. Constr. 22 (4): 04018020. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000856.
Das, R. R., and N. Baishya. 2016. “Failure analysis of bonded composite pipe joints subjected to internal pressure and axial loading.” Procedia Eng. 144 (Jun): 1047–1054. https://doi.org/10.1016/j.proeng.2016.05.055.
Deniz, M. E., M. Ozen, O. Ozdemir, R. Karakuzu, and B. M. Icten. 2013. “Environmental effect on fatigue life of glass–epoxy composite pipes subjected to impact loading.” Composites, Part B 44 (1): 304–312. https://doi.org/10.1016/j.compositesb.2012.05.001.
Ehsani, M. 2017. “ASCE innovation award winner: Sandwich construction carbon FRP pipe.” In Pipelines 2017, 10–25. Reston, VA: ASCE.
Hansen, U. 1998. “Compression behavior of FRP sandwich specimens with interface debonds.” J. Compos. Mater. 32 (4): 335–360. https://doi.org/10.1177/002199839803200402.
Houssam, T., and D. Sean. 2001. “Stress modeling of pipelines strengthened with advanced composites materials.” Thin-Walled Struct. 39 (2): 153–165. https://doi.org/10.1016/S0263-8231(00)00049-5.
Jianghong, X., W. Yiou, and Y. Ding. 2015. “A shear deformation theory for bending and buckling of undersea sandwich pipes.” Compos. Struct. 132 (Nov): 633–643. https://doi.org/10.1016/j.compstruct.2015.06.004.
Karbhari, V. M. 2015. Rehabilitation of pipelines using fiber-reinforced polymer (FRP) composites. Amsterdam, Netherlands: Elsevier.
Karbhari, V. M., and F. Seible. 2000. “Fiber reinforced composites–advanced materials for the renewal of civil infrastructure.” Appl. Compos. Mater. 7 (2/3): 95–124. https://doi.org/10.1023/A:1008915706226.
Lee, D. C., and V. M. Karbhari. 2005. “Rehabilitation of large diameter prestressed cylinder concrete pipe (PCCP) with FRP composites—Experimental investigation.” Adv. Struct. Eng. 8 (1): 31–44. https://doi.org/10.1260/1369433053749634.
Liu, H., B. Luo, and L. Li. 2017. “Design and mechanical tests of FRP pipe with bamboo and veneer layer.” BioResources 12 (2): 2699–2710.
MacDonnell, L., and P. Sadeghian. 2020. “Experimental and analytical behavior of sandwich composites with glass fiber-reinforced polymer facings and layered fiber mat cores.” J. Compos. Mater. 54 (30): 4875–4887. https://doi.org/10.1177/0021998320939625.
McCracken, A., and P. Sadeghian. 2018a. “Corrugated cardboard core sandwich beams with bio-based flax fiber composite skins.” J. Build. Eng. 20 (Nov): 114–122. https://doi.org/10.1016/j.jobe.2018.07.009.
McCracken, A., and P. Sadeghian. 2018b. “Partial-composite behavior of sandwich beams composed of fiberglass facesheets and woven fabric core.” Thin-Walled Struct. 131 (Oct): 805–815. https://doi.org/10.1016/j.tws.2018.08.003.
Parashar, A., and P. Mertiny. 2011. “Impact of scaling on fracture strength of adhesively bonded fibre-reinforced polymer piping.” Procedia Eng. 10 (Jan): 455–459. https://doi.org/10.1016/j.proeng.2011.04.077.
Park, J., W. Hong, W. Lee, J. Park, and S. Yoon. 2014. “Pipe stiffness prediction of buried GFRP flexible pipe.” Polym. Polym. Compos. 22 (1): 17–24. https://doi.org/10.1177/096739111402200103.
Rafiee, R. 2016. “On the mechanical performance of glass-fibre-reinforced thermosetting-resin pipes: A review.” Compos. Struct. 143 (May): 151–164. https://doi.org/10.1016/j.compstruct.2016.02.037.
Rafiee, R., and F. Elasmi. 2017. “Theoretical modeling of fatigue phenomenon in composites pipes.” Compos. Struct. 161 (Feb): 256–263. https://doi.org/10.1016/j.compstruct.2016.11.054.
Rafiee, R., and M. R. Habibagahi. 2018a. “Evaluating mechanical performance of GFRP pipes subjected to transverse loading.” Thin-Walled Struct. 131 (Oct): 347–359. https://doi.org/10.1016/j.tws.2018.06.037.
Rafiee, R., and M. R. Habibagahi. 2018b. “On the stiffness prediction of GFRP pipes subjected to transverse loading.” KSCE J. Civ. Eng. 22 (11): 4564–4572. https://doi.org/10.1007/s12205-018-2003-5.
Simpson, B., N. A. Hoult, and I. D. Moore. 2017. “Rehabilitated reinforced concrete culvert performance under surface loading.” Tunnelling Underground Space Technol. 69 (Oct): 52–63. https://doi.org/10.1016/j.tust.2017.06.007.
Syachrani, S., H. S. D. Jeong, V. Rai, M. J. Chae, and T. Iseley. 2010. “A risk management approach to safety assessment of trenchless technologies for culvert rehabilitation.” Tunnelling Underground Space Technol. 25 (6): 681–688. https://doi.org/10.1016/j.tust.2010.05.005.
Tarakcioglu, N., A. Samanci, H. Arikan, and A. Akdemir. 2007. “The fatigue behavior of ()3 filament wound GRP pipes with a surface crack under internal pressure.” Compos. Struct. 80 (2): 207–211. https://doi.org/10.1016/j.compstruct.2006.05.015.
Wakayama, S., S. Kobayashi, N. Kiuchi, Y. Sohda, and T. Matsumoto. 2002. “Improvement of the burst strength of FW-FRP composite pipes after impact using low-modulus amorphous carbon fiber.” Adv. Compos. Mater. 11 (3): 319–330. https://doi.org/10.1163/156855102762506344.
Walsh, T. 2011. “The plastic piping industry in North America.” In Applied plastics engineering handbook, 585–602. Norwich, NY: William Andrew Publishing. https://doi.org/10.1016/B978-1-4377-3514-7.10034-0.
Wang, Z., Z. Chen, Y. He, and H. Liu. 2017. “Numerical study on lateral buckling of fully bonded sandwich pipes.” Int. J. Steel Struct. 17 (3): 863–875. https://doi.org/10.1007/s13296-017-9002-0.
Wang, Z., X. Ma, Y. Liu, M. A. Hui, and H. Guo. 2016. “The mechanical behaviour and failure mode of FRP composite steel casing joints.” Polym. Polym. Compos. 24 (2): 91–97. https://doi.org/10.1177/096739111602400202.
Zhao, J. Q., and B. Rajani. 2002. Construction and rehabilitation costs for buried pipe with a focus on trenchless technologies. Ottawa: NRC, Institute for Research in Construction.
Zinno, A., E. Fusco, A. Prota, and G. Manfredi. 2010. “Multiscale approach for the design of composite sandwich structures for train application.” Compos. Struct. 92 (9): 2208–2219. https://doi.org/10.1016/j.compstruct.2009.08.044.
Information & Authors
Information
Published In
Copyright
© 2024 American Society of Civil Engineers.
History
Received: Oct 2, 2023
Accepted: Feb 9, 2024
Published online: May 13, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 13, 2024
ASCE Technical Topics:
- Composite materials
- Construction engineering
- Construction methods
- Curvature
- Engineering fundamentals
- Engineering materials (by type)
- Fiber reinforced polymer
- Geometry
- Linings
- Material mechanics
- Material properties
- Materials engineering
- Mathematics
- Polymer
- Stiffening
- Strength of materials
- Structural behavior
- Structural engineering
- Synthetic materials
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.