Mechanical behavior of dented steel pipes subjected to bending and pressure loading
The presence of dents on steel pipeline wall may constitute a threat for pipeline structural safety. Experimental testing results supported by numerical simulations are reported, in an attempt to assess the structural integrity of smoothly dented (nongauged) steel pipes. Ten experiments on 6 in diam...
Published in: | Journal of Offshore Mechanics and Arctic Engineering |
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Main Author: | |
Format: | Article in Journal/Newspaper |
Language: | English |
Published: |
2019
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Subjects: | |
Online Access: | http://hdl.handle.net/11615/78351 https://doi.org/10.1115/1.4040835 |
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author | Pournara A.E., Papatheocharis T., Karamanos S.A., Perdikaris P.C. |
author_facet | Pournara A.E., Papatheocharis T., Karamanos S.A., Perdikaris P.C. |
author_sort | Pournara A.E., Papatheocharis T., Karamanos S.A., Perdikaris P.C. |
collection | University of Thessaly Institutional Repository |
container_issue | 1 |
container_title | Journal of Offshore Mechanics and Arctic Engineering |
container_volume | 141 |
description | The presence of dents on steel pipeline wall may constitute a threat for pipeline structural safety. Experimental testing results supported by numerical simulations are reported, in an attempt to assess the structural integrity of smoothly dented (nongauged) steel pipes. Ten experiments on 6 in diameter X52 steel pipes are reported, where dented steel pipes are subjected to bending and pressure loading, in order to estimate their residual strength and remaining fatigue life. Six specimens were subjected to cyclic bending loading, whereas four dented pipe specimens, following cyclic pressure loading, have been pressurized to burst to determine their ultimate pressure capacity. Numerical simulation of the testing procedure and, in particular, the loading pattern of each specimen (denting and cyclic loading) has also been performed so that local stress and strain distributions at the dented region are calculated accurately. Based on the finite element results, a simple and efficient fatigue assessment methodology is adopted, to estimate the remaining fatigue life and the predictions were found to compare with the experimental results. Finally, following a parametric numerical study, strain concentration factors (SNCFs) for dented pipes subjected to bending are calculated, to be used in fatigue life assessment. © 2019 by ASME. |
format | Article in Journal/Newspaper |
genre | Arctic |
genre_facet | Arctic |
id | ftunivthessaly:oai:ir.lib.uth.gr:11615/78351 |
institution | Open Polar |
language | English |
op_collection_id | ftunivthessaly |
op_doi | https://doi.org/10.1115/1.4040835 |
op_relation | doi:10.1115/1.4040835 08927219 http://hdl.handle.net/11615/78351 |
op_source | Journal of Offshore Mechanics and Arctic Engineering https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051846677&doi=10.1115%2f1.4040835&partnerID=40&md5=ef262eb589ae97dff7ff42b6be2f4a8b |
publishDate | 2019 |
record_format | openpolar |
spelling | ftunivthessaly:oai:ir.lib.uth.gr:11615/78351 2025-01-16T19:52:33+00:00 Mechanical behavior of dented steel pipes subjected to bending and pressure loading Pournara A.E., Papatheocharis T., Karamanos S.A., Perdikaris P.C. 2019 http://hdl.handle.net/11615/78351 https://doi.org/10.1115/1.4040835 en eng doi:10.1115/1.4040835 08927219 http://hdl.handle.net/11615/78351 Journal of Offshore Mechanics and Arctic Engineering https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051846677&doi=10.1115%2f1.4040835&partnerID=40&md5=ef262eb589ae97dff7ff42b6be2f4a8b Cyclic loads Numerical models Pipelines Steel pipe Strain Stress analysis Welds Experimental testing Fatigue assessments Fatigue life assessment Mechanical behavior Remaining fatigue life Strain concentration factors Structural safety Testing procedure Fatigue of materials bending cyclic loading experimental study finite element method methodology pipe pipeline pressure effect residual strength simulation steel American Society of Mechanical Engineers (ASME) journalArticle 2019 ftunivthessaly https://doi.org/10.1115/1.4040835 2023-02-02T17:35:35Z The presence of dents on steel pipeline wall may constitute a threat for pipeline structural safety. Experimental testing results supported by numerical simulations are reported, in an attempt to assess the structural integrity of smoothly dented (nongauged) steel pipes. Ten experiments on 6 in diameter X52 steel pipes are reported, where dented steel pipes are subjected to bending and pressure loading, in order to estimate their residual strength and remaining fatigue life. Six specimens were subjected to cyclic bending loading, whereas four dented pipe specimens, following cyclic pressure loading, have been pressurized to burst to determine their ultimate pressure capacity. Numerical simulation of the testing procedure and, in particular, the loading pattern of each specimen (denting and cyclic loading) has also been performed so that local stress and strain distributions at the dented region are calculated accurately. Based on the finite element results, a simple and efficient fatigue assessment methodology is adopted, to estimate the remaining fatigue life and the predictions were found to compare with the experimental results. Finally, following a parametric numerical study, strain concentration factors (SNCFs) for dented pipes subjected to bending are calculated, to be used in fatigue life assessment. © 2019 by ASME. Article in Journal/Newspaper Arctic University of Thessaly Institutional Repository Journal of Offshore Mechanics and Arctic Engineering 141 1 |
spellingShingle | Cyclic loads Numerical models Pipelines Steel pipe Strain Stress analysis Welds Experimental testing Fatigue assessments Fatigue life assessment Mechanical behavior Remaining fatigue life Strain concentration factors Structural safety Testing procedure Fatigue of materials bending cyclic loading experimental study finite element method methodology pipe pipeline pressure effect residual strength simulation steel American Society of Mechanical Engineers (ASME) Pournara A.E., Papatheocharis T., Karamanos S.A., Perdikaris P.C. Mechanical behavior of dented steel pipes subjected to bending and pressure loading |
title | Mechanical behavior of dented steel pipes subjected to bending and pressure loading |
title_full | Mechanical behavior of dented steel pipes subjected to bending and pressure loading |
title_fullStr | Mechanical behavior of dented steel pipes subjected to bending and pressure loading |
title_full_unstemmed | Mechanical behavior of dented steel pipes subjected to bending and pressure loading |
title_short | Mechanical behavior of dented steel pipes subjected to bending and pressure loading |
title_sort | mechanical behavior of dented steel pipes subjected to bending and pressure loading |
topic | Cyclic loads Numerical models Pipelines Steel pipe Strain Stress analysis Welds Experimental testing Fatigue assessments Fatigue life assessment Mechanical behavior Remaining fatigue life Strain concentration factors Structural safety Testing procedure Fatigue of materials bending cyclic loading experimental study finite element method methodology pipe pipeline pressure effect residual strength simulation steel American Society of Mechanical Engineers (ASME) |
topic_facet | Cyclic loads Numerical models Pipelines Steel pipe Strain Stress analysis Welds Experimental testing Fatigue assessments Fatigue life assessment Mechanical behavior Remaining fatigue life Strain concentration factors Structural safety Testing procedure Fatigue of materials bending cyclic loading experimental study finite element method methodology pipe pipeline pressure effect residual strength simulation steel American Society of Mechanical Engineers (ASME) |
url | http://hdl.handle.net/11615/78351 https://doi.org/10.1115/1.4040835 |