Evaluation of slug flow-induced flexural loading in pipelines using a surrogate model

Slug flow induces vibration in pipelines, which may, in some cases, result in fatigue failure. This can result from dynamic stresses, induced by the deflection and bending moment in the pipe span, growing to levels above the endurance limits of the pipeline material. As such, it is of paramount impo...

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Published in:Journal of Offshore Mechanics and Arctic Engineering
Main Authors: Sultan, Ibrahim, Reda, Ahmed, Forbes, Gareth
Format: Article in Journal/Newspaper
Language:unknown
Published: 2013
Subjects:
Online Access:http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/59324
https://doi.org/10.1115/1.4024207
id ftfederationuniv:vital:5397
record_format openpolar
spelling ftfederationuniv:vital:5397 2023-05-15T14:23:26+02:00 Evaluation of slug flow-induced flexural loading in pipelines using a surrogate model Sultan, Ibrahim Reda, Ahmed Forbes, Gareth 2013 http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/59324 https://doi.org/10.1115/1.4024207 unknown Journal of Offshore Mechanics and Arctic Engineering Vol. 135, no. 3 (2013), p. 8 http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/59324 vital:5397 https://doi.org/10.1115/1.4024207 ISSN:0892-7219 © 2013 by ASME Open Access This metadata is freely available under a CCO license 0911 Maritime Engineering Pipeline spanning-slug induced fatigue Track vibration Beam vibration Surrogate model SPSA Optimization Algorithm Design 0913 Mechanical Engineering 0905 Civil Engineering Text Journal article 2013 ftfederationuniv https://doi.org/10.1115/1.4024207 2022-12-01T19:05:43Z Slug flow induces vibration in pipelines, which may, in some cases, result in fatigue failure. This can result from dynamic stresses, induced by the deflection and bending moment in the pipe span, growing to levels above the endurance limits of the pipeline material. As such, it is of paramount importance to understand and quantify the size of the pipeline response to slug flow under given speed and damping conditions. This paper utilizes the results of an optimization procedure to devise a surrogate closed-form model, which can be employed to calculate the maximum values of the pipeline loadings at given values of speed and damping parameters. The surrogate model is intended to replace the computationally costly numerical procedure needed for the analysis. The maximum values of the lateral deflection and bending moment, along with their locations, have been calculated using the optimization method of stochastic perturbation and successive approximations ( SPSA). The accuracy of the proposed surrogate model will be validated numerically, and the model will be subsequently used in a numerical example to demonstrate its applicability in industrial situations. An accompanying spreadsheet with this worked example is also given. C1 Article in Journal/Newspaper Arctic Federation University Australia: Federation ResearchOnline Journal of Offshore Mechanics and Arctic Engineering 135 3
institution Open Polar
collection Federation University Australia: Federation ResearchOnline
op_collection_id ftfederationuniv
language unknown
topic 0911 Maritime Engineering
Pipeline spanning-slug induced fatigue
Track vibration
Beam vibration
Surrogate model
SPSA
Optimization
Algorithm
Design
0913 Mechanical Engineering
0905 Civil Engineering
spellingShingle 0911 Maritime Engineering
Pipeline spanning-slug induced fatigue
Track vibration
Beam vibration
Surrogate model
SPSA
Optimization
Algorithm
Design
0913 Mechanical Engineering
0905 Civil Engineering
Sultan, Ibrahim
Reda, Ahmed
Forbes, Gareth
Evaluation of slug flow-induced flexural loading in pipelines using a surrogate model
topic_facet 0911 Maritime Engineering
Pipeline spanning-slug induced fatigue
Track vibration
Beam vibration
Surrogate model
SPSA
Optimization
Algorithm
Design
0913 Mechanical Engineering
0905 Civil Engineering
description Slug flow induces vibration in pipelines, which may, in some cases, result in fatigue failure. This can result from dynamic stresses, induced by the deflection and bending moment in the pipe span, growing to levels above the endurance limits of the pipeline material. As such, it is of paramount importance to understand and quantify the size of the pipeline response to slug flow under given speed and damping conditions. This paper utilizes the results of an optimization procedure to devise a surrogate closed-form model, which can be employed to calculate the maximum values of the pipeline loadings at given values of speed and damping parameters. The surrogate model is intended to replace the computationally costly numerical procedure needed for the analysis. The maximum values of the lateral deflection and bending moment, along with their locations, have been calculated using the optimization method of stochastic perturbation and successive approximations ( SPSA). The accuracy of the proposed surrogate model will be validated numerically, and the model will be subsequently used in a numerical example to demonstrate its applicability in industrial situations. An accompanying spreadsheet with this worked example is also given. C1
format Article in Journal/Newspaper
author Sultan, Ibrahim
Reda, Ahmed
Forbes, Gareth
author_facet Sultan, Ibrahim
Reda, Ahmed
Forbes, Gareth
author_sort Sultan, Ibrahim
title Evaluation of slug flow-induced flexural loading in pipelines using a surrogate model
title_short Evaluation of slug flow-induced flexural loading in pipelines using a surrogate model
title_full Evaluation of slug flow-induced flexural loading in pipelines using a surrogate model
title_fullStr Evaluation of slug flow-induced flexural loading in pipelines using a surrogate model
title_full_unstemmed Evaluation of slug flow-induced flexural loading in pipelines using a surrogate model
title_sort evaluation of slug flow-induced flexural loading in pipelines using a surrogate model
publishDate 2013
url http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/59324
https://doi.org/10.1115/1.4024207
genre Arctic
genre_facet Arctic
op_relation Journal of Offshore Mechanics and Arctic Engineering Vol. 135, no. 3 (2013), p. 8
http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/59324
vital:5397
https://doi.org/10.1115/1.4024207
ISSN:0892-7219
op_rights © 2013 by ASME
Open Access
This metadata is freely available under a CCO license
op_doi https://doi.org/10.1115/1.4024207
container_title Journal of Offshore Mechanics and Arctic Engineering
container_volume 135
container_issue 3
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