The reliability of pre-deformation to control lateral buckling of pipelines: An evaluation based on observed embedment trends Article Swipe
Jayden Chee
,
P. Watson
,
David White
,
A.C. Walker
·
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.1016/j.oceaneng.2024.119657
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.1016/j.oceaneng.2024.119657
Pre-deformation of a pipeline into a continuous sinusoidal wave-like form has been shown to be effective at controlling lateral buckling of subsea pipelines due to a substantially lower axial stiffness and the limiting of maximum strain at any location. This paper explores the feasibility and reliability of using such an approach, with an existing operating pipeline, which was installed using zero-radius bend (ZRB) initiator structures, used for comparison. Survey data of the pipeline profile and seabed bathymetry are adopted along with the pipe-soil interaction (PSI) inputs from the original design allowing a like-for-like comparison of the two approaches to management of lateral buckling. The comparison shows that, for the assumptions made in the numerical modelling, use of a pre-deformed pipeline results in lower strain than using ZRBs. Furthermore, the performance of the pre-deformed pipeline is robust, and shown to be unaffected by uncertainties in horizontal out-of-straightness, PSI input and seabed features. This study shows that pre-deformed pipelines can be an effective alternative for controlling the lateral buckling of subsea pipelines, which eliminates the need for buckle initiation structures to be installed along the pipeline route. This provides impetus for further work on installation methodologies to create the required level of pre-deformation.
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- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1016/j.oceaneng.2024.119657
- OA Status
- hybrid
- Cited By
- 1
- References
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All OpenAlex metadata
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https://openalex.org/W4404043492Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.1016/j.oceaneng.2024.119657Digital Object Identifier
- Title
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The reliability of pre-deformation to control lateral buckling of pipelines: An evaluation based on observed embedment trendsWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2024Year of publication
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2024-11-04Full publication date if available
- Authors
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Jayden Chee, P. Watson, David White, A.C. WalkerList of authors in order
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https://doi.org/10.1016/j.oceaneng.2024.119657Publisher landing page
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YesWhether a free full text is available
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hybridOpen access status per OpenAlex
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https://doi.org/10.1016/j.oceaneng.2024.119657Direct OA link when available
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Embedment, Buckling, Structural engineering, Reliability (semiconductor), Pipeline transport, Deformation (meteorology), Geotechnical engineering, Engineering, Materials science, Geology, Forensic engineering, Composite material, Mechanical engineering, Physics, Quantum mechanics, Power (physics)Top concepts (fields/topics) attached by OpenAlex
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1Total citation count in OpenAlex
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2025: 1Per-year citation counts (last 5 years)
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14Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.strain | 35, 123 |
| abstract_inverted_index.subsea | 21, 168 |
| abstract_inverted_index.adopted | 78 |
| abstract_inverted_index.further | 189 |
| abstract_inverted_index.impetus | 187 |
| abstract_inverted_index.lateral | 18, 101, 165 |
| abstract_inverted_index.maximum | 34 |
| abstract_inverted_index.profile | 73 |
| abstract_inverted_index.results | 120 |
| abstract_inverted_index.robust, | 135 |
| abstract_inverted_index.allowing | 90 |
| abstract_inverted_index.buckling | 19, 166 |
| abstract_inverted_index.existing | 53 |
| abstract_inverted_index.explores | 41 |
| abstract_inverted_index.limiting | 32 |
| abstract_inverted_index.original | 88 |
| abstract_inverted_index.pipeline | 3, 72, 119, 133, 183 |
| abstract_inverted_index.provides | 186 |
| abstract_inverted_index.required | 197 |
| abstract_inverted_index.approach, | 50 |
| abstract_inverted_index.buckling. | 102 |
| abstract_inverted_index.effective | 15, 160 |
| abstract_inverted_index.features. | 150 |
| abstract_inverted_index.initiator | 63 |
| abstract_inverted_index.installed | 58, 180 |
| abstract_inverted_index.location. | 38 |
| abstract_inverted_index.numerical | 113 |
| abstract_inverted_index.operating | 54 |
| abstract_inverted_index.pipe-soil | 82 |
| abstract_inverted_index.pipeline, | 55 |
| abstract_inverted_index.pipelines | 22, 156 |
| abstract_inverted_index.stiffness | 29 |
| abstract_inverted_index.wave-like | 8 |
| abstract_inverted_index.approaches | 97 |
| abstract_inverted_index.bathymetry | 76 |
| abstract_inverted_index.comparison | 93, 104 |
| abstract_inverted_index.continuous | 6 |
| abstract_inverted_index.eliminates | 171 |
| abstract_inverted_index.horizontal | 144 |
| abstract_inverted_index.initiation | 176 |
| abstract_inverted_index.management | 99 |
| abstract_inverted_index.modelling, | 114 |
| abstract_inverted_index.pipelines, | 169 |
| abstract_inverted_index.sinusoidal | 7 |
| abstract_inverted_index.structures | 177 |
| abstract_inverted_index.unaffected | 140 |
| abstract_inverted_index.alternative | 161 |
| abstract_inverted_index.assumptions | 109 |
| abstract_inverted_index.comparison. | 67 |
| abstract_inverted_index.controlling | 17, 163 |
| abstract_inverted_index.feasibility | 43 |
| abstract_inverted_index.interaction | 83 |
| abstract_inverted_index.performance | 129 |
| abstract_inverted_index.reliability | 45 |
| abstract_inverted_index.structures, | 64 |
| abstract_inverted_index.zero-radius | 60 |
| abstract_inverted_index.Furthermore, | 127 |
| abstract_inverted_index.installation | 192 |
| abstract_inverted_index.pre-deformed | 118, 132, 155 |
| abstract_inverted_index.like-for-like | 92 |
| abstract_inverted_index.methodologies | 193 |
| abstract_inverted_index.substantially | 26 |
| abstract_inverted_index.uncertainties | 142 |
| abstract_inverted_index.Pre-deformation | 0 |
| abstract_inverted_index.pre-deformation. | 200 |
| abstract_inverted_index.out-of-straightness, | 145 |
| cited_by_percentile_year.max | 95 |
| cited_by_percentile_year.min | 91 |
| countries_distinct_count | 0 |
| institutions_distinct_count | 4 |
| citation_normalized_percentile.value | 0.61931275 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |