Finite‐Element Analysis of Oscillations in Damaged Pipeline Sections Reinforced With a Composite Material
This work treats a finite‐element analysis of the oscillations in damaged pipeline sections reinforced with a composite wrap performed by ANSYS software when the thickness of the composite wrap was 2.0, 3.0, and 4.0 mm, while the length of the wrap was 400, 600, and 800 mm, respectively. The outcome...
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| Published in | Modelling and Simulation in Engineering Vol. 2024; no. 1 |
|---|---|
| Main Authors | , , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
New York
John Wiley & Sons, Inc
2024
Wiley |
| Subjects | |
| Online Access | Get full text |
| ISSN | 1687-5591 1687-5605 |
| DOI | 10.1155/2024/2827002 |
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| Abstract | This work treats a finite‐element analysis of the oscillations in damaged pipeline sections reinforced with a composite wrap performed by ANSYS software when the thickness of the composite wrap was 2.0, 3.0, and 4.0 mm, while the length of the wrap was 400, 600, and 800 mm, respectively. The outcome showed that to compensate for the stress concentration in the damaged zone of a pipeline with a thickness between 11.9 and 14.3 mm, the thickness of the composite wrap should be 2 ÷ 4 mm, that is, not lower than 17% of the original pipeline thickness at thinning and not lower than 34% of the original pipeline thickness at large cracks. An increment in the pipeline thickness from 11.9 up to 14.3 mm with a reinforced composite lining leads to an increment in the first oscillation frequency not higher than 0.1%. The lowest fundamental frequency was at a pipeline with lining located at the restrained supports, while the highest frequency was between two free‐moving supports in the middle span. The difference between the first frequencies did not exceed the percentage of 4%. By applying a composite lining with a length of 20% of the pipeline length between a restrained support and a longitudinally movable one and a thickness of 33.6% of the nominal pipeline thickness, we were able to increase the frequency spectrum of the oscillations in comparison with the unreinforced pipeline. Therefore, for the fundamental frequency, this increment was equal to 13.9% for the operating pressure and almost four times for the critical one. Consequently, the developed approach can be used as an adjustment method for damaged pipeline sections characterized by low critical frequencies. |
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| AbstractList | This work treats a finite-element analysis of the oscillations in damaged pipeline sections reinforced with a composite wrap performed by ANSYS software when the thickness of the composite wrap was 2.0, 3.0, and 4.0mm, while the length of the wrap was 400, 600, and 800mm, respectively. The outcome showed that to compensate for the stress concentration in the damaged zone of a pipeline with a thickness between 11.9 and 14.3mm, the thickness of the composite wrap should be 2÷4mm, that is, not lower than 17% of the original pipeline thickness at thinning and not lower than 34% of the original pipeline thickness at large cracks. An increment in the pipeline thickness from 11.9 up to 14.3mm with a reinforced composite lining leads to an increment in the first oscillation frequency not higher than 0.1%. The lowest fundamental frequency was at a pipeline with lining located at the restrained supports, while the highest frequency was between two free-moving supports in the middle span. The difference between the first frequencies did not exceed the percentage of 4%. By applying a composite lining with a length of 20% of the pipeline length between a restrained support and a longitudinally movable one and a thickness of 33.6% of the nominal pipeline thickness, we were able to increase the frequency spectrum of the oscillations in comparison with the unreinforced pipeline. Therefore, for the fundamental frequency, this increment was equal to 13.9% for the operating pressure and almost four times for the critical one. Consequently, the developed approach can be used as an adjustment method for damaged pipeline sections characterized by low critical frequencies. This work treats a finite‐element analysis of the oscillations in damaged pipeline sections reinforced with a composite wrap performed by ANSYS software when the thickness of the composite wrap was 2.0, 3.0, and 4.0 mm, while the length of the wrap was 400, 600, and 800 mm, respectively. The outcome showed that to compensate for the stress concentration in the damaged zone of a pipeline with a thickness between 11.9 and 14.3 mm, the thickness of the composite wrap should be 2 ÷ 4 mm, that is, not lower than 17% of the original pipeline thickness at thinning and not lower than 34% of the original pipeline thickness at large cracks. An increment in the pipeline thickness from 11.9 up to 14.3 mm with a reinforced composite lining leads to an increment in the first oscillation frequency not higher than 0.1%. The lowest fundamental frequency was at a pipeline with lining located at the restrained supports, while the highest frequency was between two free‐moving supports in the middle span. The difference between the first frequencies did not exceed the percentage of 4%. By applying a composite lining with a length of 20% of the pipeline length between a restrained support and a longitudinally movable one and a thickness of 33.6% of the nominal pipeline thickness, we were able to increase the frequency spectrum of the oscillations in comparison with the unreinforced pipeline. Therefore, for the fundamental frequency, this increment was equal to 13.9% for the operating pressure and almost four times for the critical one. Consequently, the developed approach can be used as an adjustment method for damaged pipeline sections characterized by low critical frequencies. This work treats a finite-element analysis of the oscillations in damaged pipeline sections reinforced with a composite wrap performed by ANSYS software when the thickness of the composite wrap was 2.0, 3.0, and 4.0 mm, while the length of the wrap was 400, 600, and 800 mm, respectively. The outcome showed that to compensate for the stress concentration in the damaged zone of a pipeline with a thickness between 11.9 and 14.3 mm, the thickness of the composite wrap should be 2÷4 mm, that is, not lower than 17% of the original pipeline thickness at thinning and not lower than 34% of the original pipeline thickness at large cracks. An increment in the pipeline thickness from 11.9 up to 14.3 mm with a reinforced composite lining leads to an increment in the first oscillation frequency not higher than 0.1%. The lowest fundamental frequency was at a pipeline with lining located at the restrained supports, while the highest frequency was between two free-moving supports in the middle span. The difference between the first frequencies did not exceed the percentage of 4%. By applying a composite lining with a length of 20% of the pipeline length between a restrained support and a longitudinally movable one and a thickness of 33.6% of the nominal pipeline thickness, we were able to increase the frequency spectrum of the oscillations in comparison with the unreinforced pipeline. Therefore, for the fundamental frequency, this increment was equal to 13.9% for the operating pressure and almost four times for the critical one. Consequently, the developed approach can be used as an adjustment method for damaged pipeline sections characterized by low critical frequencies. |
| Audience | Academic |
| Author | Zhangabay, Nurlan Anarbayev, Yermek Raimberdiyev, Talzhan Moldagaliyev, Arman Galymzhan, Seraliyev Bonopera, Marco Yeshimbetov, Shairbek |
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| Cites_doi | 10.1016/j.engfailanal.2023.107276 10.3390/jcs7090373 10.1016/j.tws.2020.107213 10.1016/j.jlp.2016.02.008 10.1007/s11069-011-9754-3 10.1016/j.ijpvp.2022.104841 10.15587/1729-4061.2023.287025 10.1016/j.jpse.2021.08.004 10.12989/sem.2018.67.3.255 10.15587/1729-4061.2023.279098 10.3390/app14051790 10.1016/j.engfailanal.2020.104607 10.1016/j.cscm.2022.e01776 10.1016/j.engfailanal.2020.105013 10.1016/j.ijpvp.2019.103932 10.3390/ma17091963 10.12989/sem.2021.77.1.001 10.1016/j.proeng.2010.03.129 10.24411/0131-4270-2020-10410 10.1002/stco.201510022 10.1016/j.ijpvp.2023.104906 10.1016/j.engfailanal.2006.11.002 10.1016/j.engfailanal.2023.107215 10.1016/j.petrol.2021.108752 10.1016/j.jlp.2017.03.024 10.1016/j.cscm.2023.e02233 10.1201/b16295 10.1016/j.jlp.2017.03.002 10.1016/j.jlp.2016.09.016 10.1016/j.cscm.2023.e02376 10.1016/0308-0161(96)00009-9 10.1016/j.ress.2023.109170 10.1016/j.tws.2023.110595 |
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| Copyright | COPYRIGHT 2024 John Wiley & Sons, Inc. Copyright © 2024 Arman Moldagaliyev et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 |
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| References | e_1_2_9_52_2 e_1_2_9_10_2 e_1_2_9_33_2 e_1_2_9_56_2 Barbero J. (e_1_2_9_60_2) 2013 e_1_2_9_12_2 e_1_2_9_31_2 e_1_2_9_54_2 e_1_2_9_14_2 e_1_2_9_37_2 e_1_2_9_16_2 e_1_2_9_35_2 e_1_2_9_58_2 e_1_2_9_18_2 e_1_2_9_39_2 e_1_2_9_41_2 e_1_2_9_20_2 e_1_2_9_45_2 e_1_2_9_22_2 e_1_2_9_43_2 e_1_2_9_6_2 e_1_2_9_4_2 e_1_2_9_2_2 e_1_2_9_8_2 El-Nemr A. M. (e_1_2_9_28_2) 2016 e_1_2_9_24_2 e_1_2_9_49_2 e_1_2_9_26_2 e_1_2_9_47_2 e_1_2_9_51_2 e_1_2_9_30_2 e_1_2_9_34_2 e_1_2_9_55_2 e_1_2_9_11_2 e_1_2_9_32_2 e_1_2_9_53_2 API (American Petroleum Institute) (e_1_2_9_50_2) 2018 e_1_2_9_13_2 e_1_2_9_38_2 e_1_2_9_59_2 e_1_2_9_15_2 e_1_2_9_36_2 e_1_2_9_57_2 e_1_2_9_17_2 e_1_2_9_19_2 e_1_2_9_40_2 e_1_2_9_21_2 e_1_2_9_23_2 e_1_2_9_42_2 e_1_2_9_7_2 e_1_2_9_5_2 e_1_2_9_3_2 e_1_2_9_1_2 El-Nemr A. M. (e_1_2_9_29_2) 2016 Basiev K. D. (e_1_2_9_44_2) 2018; 7 e_1_2_9_9_2 e_1_2_9_25_2 e_1_2_9_48_2 e_1_2_9_27_2 e_1_2_9_46_2 |
| References_xml | – ident: e_1_2_9_39_2 doi: 10.1016/j.engfailanal.2023.107276 – ident: e_1_2_9_38_2 – ident: e_1_2_9_32_2 doi: 10.3390/jcs7090373 – ident: e_1_2_9_2_2 – ident: e_1_2_9_10_2 – ident: e_1_2_9_18_2 doi: 10.1016/j.tws.2020.107213 – ident: e_1_2_9_24_2 doi: 10.1016/j.jlp.2016.02.008 – ident: e_1_2_9_8_2 – start-page: 2138 volume-title: In Insights and Innovations in Structural Engineering, Mechanics and Computation year: 2016 ident: e_1_2_9_29_2 – ident: e_1_2_9_25_2 doi: 10.1007/s11069-011-9754-3 – ident: e_1_2_9_42_2 doi: 10.1016/j.ijpvp.2022.104841 – ident: e_1_2_9_56_2 doi: 10.15587/1729-4061.2023.287025 – ident: e_1_2_9_17_2 doi: 10.1016/j.jpse.2021.08.004 – ident: e_1_2_9_31_2 doi: 10.12989/sem.2018.67.3.255 – start-page: 2122 volume-title: In Insights and Innovations in Structural Engineering, Mechanics and Computation year: 2016 ident: e_1_2_9_28_2 – ident: e_1_2_9_59_2 – ident: e_1_2_9_36_2 doi: 10.15587/1729-4061.2023.279098 – ident: e_1_2_9_48_2 – ident: e_1_2_9_34_2 doi: 10.3390/app14051790 – ident: e_1_2_9_4_2 – ident: e_1_2_9_54_2 – ident: e_1_2_9_1_2 – ident: e_1_2_9_51_2 – ident: e_1_2_9_13_2 – ident: e_1_2_9_23_2 doi: 10.1016/j.engfailanal.2020.104607 – ident: e_1_2_9_33_2 doi: 10.1016/j.cscm.2022.e01776 – ident: e_1_2_9_20_2 doi: 10.1016/j.engfailanal.2020.105013 – ident: e_1_2_9_27_2 doi: 10.1016/j.ijpvp.2019.103932 – ident: e_1_2_9_35_2 doi: 10.3390/ma17091963 – ident: e_1_2_9_30_2 doi: 10.12989/sem.2021.77.1.001 – ident: e_1_2_9_37_2 doi: 10.1016/j.proeng.2010.03.129 – ident: e_1_2_9_52_2 – ident: e_1_2_9_5_2 doi: 10.24411/0131-4270-2020-10410 – ident: e_1_2_9_57_2 – ident: e_1_2_9_12_2 – ident: e_1_2_9_21_2 doi: 10.1002/stco.201510022 – ident: e_1_2_9_49_2 – ident: e_1_2_9_26_2 – ident: e_1_2_9_47_2 doi: 10.1016/j.ijpvp.2023.104906 – ident: e_1_2_9_45_2 doi: 10.1016/j.engfailanal.2006.11.002 – ident: e_1_2_9_53_2 – ident: e_1_2_9_19_2 doi: 10.1016/j.engfailanal.2023.107215 – ident: e_1_2_9_41_2 doi: 10.1016/j.petrol.2021.108752 – ident: e_1_2_9_9_2 – ident: e_1_2_9_11_2 – ident: e_1_2_9_6_2 – ident: e_1_2_9_7_2 doi: 10.1016/j.jlp.2017.03.024 – ident: e_1_2_9_15_2 doi: 10.1016/j.cscm.2023.e02233 – volume-title: Finite Element Analisys of Composite Wraps Using ANSYS year: 2013 ident: e_1_2_9_60_2 doi: 10.1201/b16295 – ident: e_1_2_9_3_2 – ident: e_1_2_9_22_2 doi: 10.1016/j.jlp.2017.03.002 – ident: e_1_2_9_43_2 doi: 10.1016/j.jlp.2016.09.016 – volume: 7 start-page: 96 year: 2018 ident: e_1_2_9_44_2 article-title: Influence of elastic strain energy of compressed gas on the development of corrosion and mechanical-corrosion cracks in the main gas pipelines publication-title: Gas Industry – ident: e_1_2_9_14_2 doi: 10.1016/j.cscm.2023.e02376 – ident: e_1_2_9_46_2 doi: 10.1016/0308-0161(96)00009-9 – ident: e_1_2_9_40_2 doi: 10.1016/j.ress.2023.109170 – ident: e_1_2_9_55_2 – volume-title: API Specification 5L year: 2018 ident: e_1_2_9_50_2 – ident: e_1_2_9_58_2 – ident: e_1_2_9_16_2 doi: 10.1016/j.tws.2023.110595 |
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| SubjectTerms | Analysis Composite materials Corrosion Cracks Finite element method Gases Influence Pipe lines Steel pipes |
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| Title | Finite‐Element Analysis of Oscillations in Damaged Pipeline Sections Reinforced With a Composite Material |
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