ABSTRACT

Legacy pipelines face challenges related to seasonal temperature change. The thermomechanical loading results in axial deformation and stress, especially concentrated at weak joints. Understanding the mechanical response of rehabilitated pipelines aids in the successful design of lining. This study presents variations in the force–deformation curves, elastic modulus, and irreversible strain values under displacement-controlled cyclic axial loading. Experimental tests measure the behavior of steel–cured-in-place-pipe (CIPP) host-repair specimen, featuring a full circumferential crack where the CIPP is exposed. An analytical approach based on elasticity theory was conducted to study the structure’s behavior and estimate potential levels of stiffness degradation. Results showed that the stiffness degradation process gradually occurs after each cycle of loading with interaction of several parameters. Debonding process and residual plastic strains are the most important parameters affecting stiffness degradation. Both full-scale experimental test and analytical method showed reasonable consistency in determining the mechanical properties of cured pipelines.

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REFERENCES

Bureau, M., Davison, M., and O’Rourke, T. D. (2021). How Bonded a Bonded CIPP Liner Needs to Be? A Review of 3rd-Party Studies on CIPP KPI’s. North American Society for Trenchless Technology (NASTT), No-Dig Show, Orlando, Florida.
Dixon, P. G., Salah, A., Ahmadi, H., Ulrich, M. E., Hubler, M. H., Dashti, S., O’Rourke, T. D., Manalo, A., and Wham, B. P. (2023). An Analytical Approach for Thermally Induced Axial Deformation in Rehabilitated Pipelines. Pipelines 2023: Construction and Rehabilitation - Proceedings of Sessions of the Pipelines 2023 Conference, 260–269. https://doi.org/10.1061/9780784485026.028.
Jeon, S. S., O’Rourke, T. D., and Neravali, A. N. (2004). Repetitive loading effects on cast iron pipelines with cast-in-place pipe lining systems. Journal of Transportation Engineering, 130(6), 692–705. https://doi.org/10.1061/(ASCE)0733-947X(2004)130:6(692).
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Miles, D. J., Bond, T. J. M., Burke, R. N., and Van Schalkwijk, R. (2010). Testing and analysis of steel strip reinforcement for pipeline external rehabilitation. Proceedings of the Biennial International Pipeline Conference, IPC, 1, 159–169. https://doi.org/10.1115/IPC2010-31099.
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Go to Pipelines 2024
Pipelines 2024
Pages: 282 - 291

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Published online: Aug 30, 2024

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Sina G. Senji, S.M.ASCE [email protected]
1Graduate Research Assistant, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO. Email: [email protected]
Deeptesh Pawaskar [email protected]
2Graduate Research Assistant, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO. Email: [email protected]
Patrick G. Dixon, Ph.D. [email protected]
3Postdoctoral Associate, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO. Email: [email protected]
Cory Ihnotic [email protected]
4Professional Research Assistant, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO. Email: [email protected]
Shideh Dashti, Ph.D., A.M.ASCE [email protected]
5Associate Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO. Email: [email protected]
Thomas D. O’Rourke, Ph.D., Dist.M.ASCE [email protected]
6Professor Emeritus, School of Civil and Environmental Engineering, Cornell Univ. Email: [email protected]
Brad P. Wham, Ph.D., M.ASCE [email protected]
7Assistant Research Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO. Email: [email protected]

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