The Simulation of Extremely Low Cycle Fatigue Fracture Behavior for Pipeline Steel (X70) Based on Continuum Damage Model

Natural gas transmission pipelines installed in seismic and permafrost regions are vulnerable to cyclic loads with a large strain amplitude. Under these conditions, the pipe may fail in extremely low cycles, a situation which is also known as extremely low cycle fatigue (ELCF) failure. The fracture...

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Published in:Metals
Main Authors: Bo Fang, Afei Lu, Jiewei Sun, Xiaojie Li, Tao Shen
Format: Text
Language:English
Published: Multidisciplinary Digital Publishing Institute 2023
Subjects:
Online Access:https://doi.org/10.3390/met13071238
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spelling ftmdpi:oai:mdpi.com:/2075-4701/13/7/1238/ 2023-08-20T04:09:14+02:00 The Simulation of Extremely Low Cycle Fatigue Fracture Behavior for Pipeline Steel (X70) Based on Continuum Damage Model Bo Fang Afei Lu Jiewei Sun Xiaojie Li Tao Shen 2023-07-05 application/pdf https://doi.org/10.3390/met13071238 EN eng Multidisciplinary Digital Publishing Institute https://dx.doi.org/10.3390/met13071238 https://creativecommons.org/licenses/by/4.0/ Metals; Volume 13; Issue 7; Pages: 1238 extremely low cycle fatigue pipeline steel damage model fracture behavior Text 2023 ftmdpi https://doi.org/10.3390/met13071238 2023-08-01T10:44:55Z Natural gas transmission pipelines installed in seismic and permafrost regions are vulnerable to cyclic loads with a large strain amplitude. Under these conditions, the pipe may fail in extremely low cycles, a situation which is also known as extremely low cycle fatigue (ELCF) failure. The fracture mechanism of ELCF shows significant difference to that of low cycle fatigue, and the ELCF life usually deviates from the Coffin–Manson law. Thus, it is essential to develop an effective model to predict ELCF failure of the pipeline. In this study, a series of ELCF tests is performed on pipeline steel (X70). A damage coupled mixed hardening model is developed to simulate the fracture behaviors. Continuum damage law under monotonic load is extended to cyclic load by introducing the effective equivalent plastic strain. By assuming the cyclic softening is induced by the damage accumulation, the damage parameters are fitted directly from the peak stress in each cycle. Then, the model is input into commercial software ABAQUS with a user material subroutine to simulate the fracture behaviors of these specimens. The simulation results show good agreements with the test results both under cyclic and monotonic load, which verifies the reliability of the model. Text permafrost MDPI Open Access Publishing Metals 13 7 1238
institution Open Polar
collection MDPI Open Access Publishing
op_collection_id ftmdpi
language English
topic extremely low cycle fatigue
pipeline steel
damage model
fracture behavior
spellingShingle extremely low cycle fatigue
pipeline steel
damage model
fracture behavior
Bo Fang
Afei Lu
Jiewei Sun
Xiaojie Li
Tao Shen
The Simulation of Extremely Low Cycle Fatigue Fracture Behavior for Pipeline Steel (X70) Based on Continuum Damage Model
topic_facet extremely low cycle fatigue
pipeline steel
damage model
fracture behavior
description Natural gas transmission pipelines installed in seismic and permafrost regions are vulnerable to cyclic loads with a large strain amplitude. Under these conditions, the pipe may fail in extremely low cycles, a situation which is also known as extremely low cycle fatigue (ELCF) failure. The fracture mechanism of ELCF shows significant difference to that of low cycle fatigue, and the ELCF life usually deviates from the Coffin–Manson law. Thus, it is essential to develop an effective model to predict ELCF failure of the pipeline. In this study, a series of ELCF tests is performed on pipeline steel (X70). A damage coupled mixed hardening model is developed to simulate the fracture behaviors. Continuum damage law under monotonic load is extended to cyclic load by introducing the effective equivalent plastic strain. By assuming the cyclic softening is induced by the damage accumulation, the damage parameters are fitted directly from the peak stress in each cycle. Then, the model is input into commercial software ABAQUS with a user material subroutine to simulate the fracture behaviors of these specimens. The simulation results show good agreements with the test results both under cyclic and monotonic load, which verifies the reliability of the model.
format Text
author Bo Fang
Afei Lu
Jiewei Sun
Xiaojie Li
Tao Shen
author_facet Bo Fang
Afei Lu
Jiewei Sun
Xiaojie Li
Tao Shen
author_sort Bo Fang
title The Simulation of Extremely Low Cycle Fatigue Fracture Behavior for Pipeline Steel (X70) Based on Continuum Damage Model
title_short The Simulation of Extremely Low Cycle Fatigue Fracture Behavior for Pipeline Steel (X70) Based on Continuum Damage Model
title_full The Simulation of Extremely Low Cycle Fatigue Fracture Behavior for Pipeline Steel (X70) Based on Continuum Damage Model
title_fullStr The Simulation of Extremely Low Cycle Fatigue Fracture Behavior for Pipeline Steel (X70) Based on Continuum Damage Model
title_full_unstemmed The Simulation of Extremely Low Cycle Fatigue Fracture Behavior for Pipeline Steel (X70) Based on Continuum Damage Model
title_sort simulation of extremely low cycle fatigue fracture behavior for pipeline steel (x70) based on continuum damage model
publisher Multidisciplinary Digital Publishing Institute
publishDate 2023
url https://doi.org/10.3390/met13071238
genre permafrost
genre_facet permafrost
op_source Metals; Volume 13; Issue 7; Pages: 1238
op_relation https://dx.doi.org/10.3390/met13071238
op_rights https://creativecommons.org/licenses/by/4.0/
op_doi https://doi.org/10.3390/met13071238
container_title Metals
container_volume 13
container_issue 7
container_start_page 1238
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