ABSTRACT

Legacy pipelines experience damage associated with temperature fluctuations. Axial deformation and stress can be induced by pipe thermomechanical behavior. In legacy cast iron pipelines, movement induced by temperature fluctuations may be concentrated at weak joints or existing discontinuities. Successful installation of a rehabilitating internal pipe will affect thermal deformation of the host-repair system and must be designed to accommodate upper bound conditions. Here, an analytical approach is used to estimate potential levels of axial deformation. The assessment focuses on movement at a discontinuity, representative of a weak joint or circumferential crack in the host pipe, which is spanned by a rehabilitating internal pipe. Closed-form equations for induced force and crack opening displacement are derived. The analytical solution shows that crack opening displacement increases as initial crack width increases and the axial rigidity of the repair pipe decreases. The solutions at limiting cases compare favorably with previous work. These solutions provide a useful estimation of potential in-field displacements.

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Pipelines 2023
Pages: 260 - 269

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Published online: Aug 10, 2023

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Patrick G. Dixon, Ph.D. [email protected]
1Postdoctoral Associate, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO. Email: [email protected]
Ahmad Salah [email protected]
2Postgraduate Student, Centre for Future Materials, Univ. of Southern Queensland. Email: [email protected]
Hamid Ahmadi, Ph.D. [email protected]
3Research Fellow, Centre for Future Materials, Univ. of Southern Queensland. Email: [email protected]
Morgan E. Ulrich [email protected]
4Engineering Project Manager, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO. Email: [email protected]
Mija H. Hubler, 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]
Shideh Dashti, Ph.D., A.M.ASCE [email protected]
6Associate 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]
7Professor Emeritus, School of Civil and Environmental Engineering, Cornell Univ. Email: [email protected]
A. Manalo, Ph.D. [email protected]
8Professor, Centre for Future Materials, Univ. of Southern Queensland. Email: [email protected]
Brad P. Wham, Ph.D., M.ASCE [email protected]
9Assistant Research Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO. Email: [email protected]

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Cited by

  • Linear and nonlinear axial behaviour of internal replacement pipe systems for pipeline rehabilitation, Structure and Infrastructure Engineering, 10.1080/15732479.2024.2356673, (1-33), (2024).
  • Experimental Investigation on Mechanical Response of Rehabilitated Pipelines under Cyclic Axial Deformation, Pipelines 2024, 10.1061/9780784485576.030, (282-291), (2024).
  • Temperature change-induced linear and nonlinear axial responses of internal replacement pipe (IRP) systems for pipeline rehabilitation incorporating the effects of soil friction, Structures, 10.1016/j.istruc.2024.106247, 62, (106247), (2024).

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