Low-cycle fatigue evaluation for girth-welded pipes based on the structural strain method considering cyclic material behavior

One of the main concerns in the structural integrity of offshore pipelines is mechanical damage from external loads. Pipelines are exposed to fatigue failure in welded joints due to geometric discontinuity. In addition, fatigue loads such as currents, waves, and platform motions may cause significan...

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Main Authors: Jin-Ho Lee, Pingsha Dong, Myung-Hyun Kim
Format: Article
Language:English
Published: Elsevier 2020-01-01
Series:International Journal of Naval Architecture and Ocean Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2092678220300364
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author Jin-Ho Lee
Pingsha Dong
Myung-Hyun Kim
author_facet Jin-Ho Lee
Pingsha Dong
Myung-Hyun Kim
author_sort Jin-Ho Lee
collection DOAJ
description One of the main concerns in the structural integrity of offshore pipelines is mechanical damage from external loads. Pipelines are exposed to fatigue failure in welded joints due to geometric discontinuity. In addition, fatigue loads such as currents, waves, and platform motions may cause significant plastic deformation and fracture or leakage within a relatively low-cycle regime. The 2007 ASME Div. 2 Code adopts the master S–N curve for the fatigue evaluation of welded joints based on the mesh-insensitive structural stress. An extension to the master S–N curve was introduced to evaluate the low-cycle fatigue strength. This structural strain method uses the tensile properties of the material. However, the monotonic tensile properties have limitations in describing the material behavior above the elastic range because most engineering materials exhibit hardening or softening behavior under cyclic loads. The goal of this study is to extend the cyclic stress-strain behavior to the structural strain method. To this end, structural strain-based procedure was established while considering the cyclic stress-strain behavior and compared to the structural strain method with monotonic tensile properties. Finally, the improved prediction method was validated using fatigue test data from full-scale girth-welded pipes.
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spelling doaj.art-ebe60c442ae9407281aa2d9fa41b2f942022-12-21T22:08:39ZengElsevierInternational Journal of Naval Architecture and Ocean Engineering2092-67822020-01-0112868880Low-cycle fatigue evaluation for girth-welded pipes based on the structural strain method considering cyclic material behaviorJin-Ho Lee0Pingsha Dong1Myung-Hyun Kim2Department of Naval Architecture and Ocean Engineering, Pusan National University, Busan, 609-735, South KoreaDepartment of Naval Architecture and Marine Engineering, University of Michigan, Ann Arbor, MI, 48109, USADepartment of Naval Architecture and Ocean Engineering, Pusan National University, Busan, 609-735, South Korea; Corresponding author. Department of Naval Architecture and Ocean Engineering, Pusan National University, Busan, 609-735, South Korea.One of the main concerns in the structural integrity of offshore pipelines is mechanical damage from external loads. Pipelines are exposed to fatigue failure in welded joints due to geometric discontinuity. In addition, fatigue loads such as currents, waves, and platform motions may cause significant plastic deformation and fracture or leakage within a relatively low-cycle regime. The 2007 ASME Div. 2 Code adopts the master S–N curve for the fatigue evaluation of welded joints based on the mesh-insensitive structural stress. An extension to the master S–N curve was introduced to evaluate the low-cycle fatigue strength. This structural strain method uses the tensile properties of the material. However, the monotonic tensile properties have limitations in describing the material behavior above the elastic range because most engineering materials exhibit hardening or softening behavior under cyclic loads. The goal of this study is to extend the cyclic stress-strain behavior to the structural strain method. To this end, structural strain-based procedure was established while considering the cyclic stress-strain behavior and compared to the structural strain method with monotonic tensile properties. Finally, the improved prediction method was validated using fatigue test data from full-scale girth-welded pipes.http://www.sciencedirect.com/science/article/pii/S2092678220300364Girth-welded pipeMaster S–N curveStructural strain methodCyclic stress-strain curve
spellingShingle Jin-Ho Lee
Pingsha Dong
Myung-Hyun Kim
Low-cycle fatigue evaluation for girth-welded pipes based on the structural strain method considering cyclic material behavior
International Journal of Naval Architecture and Ocean Engineering
Girth-welded pipe
Master S–N curve
Structural strain method
Cyclic stress-strain curve
title Low-cycle fatigue evaluation for girth-welded pipes based on the structural strain method considering cyclic material behavior
title_full Low-cycle fatigue evaluation for girth-welded pipes based on the structural strain method considering cyclic material behavior
title_fullStr Low-cycle fatigue evaluation for girth-welded pipes based on the structural strain method considering cyclic material behavior
title_full_unstemmed Low-cycle fatigue evaluation for girth-welded pipes based on the structural strain method considering cyclic material behavior
title_short Low-cycle fatigue evaluation for girth-welded pipes based on the structural strain method considering cyclic material behavior
title_sort low cycle fatigue evaluation for girth welded pipes based on the structural strain method considering cyclic material behavior
topic Girth-welded pipe
Master S–N curve
Structural strain method
Cyclic stress-strain curve
url http://www.sciencedirect.com/science/article/pii/S2092678220300364
work_keys_str_mv AT jinholee lowcyclefatigueevaluationforgirthweldedpipesbasedonthestructuralstrainmethodconsideringcyclicmaterialbehavior
AT pingshadong lowcyclefatigueevaluationforgirthweldedpipesbasedonthestructuralstrainmethodconsideringcyclicmaterialbehavior
AT myunghyunkim lowcyclefatigueevaluationforgirthweldedpipesbasedonthestructuralstrainmethodconsideringcyclicmaterialbehavior