FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2313896106> ?p ?o ?g. }

• W2313896106 abstract "The level of residual stresses in welded components is known to have a significant influence on their failure behaviour. It is, therefore, necessary to understand the combined effect of mechanical loading and residual stresses on the ductile fracture behaviour of these structures in order to provide the accurate structural safety assessment. Recently, STYLE (Structural integrity for lifetime management-non-RPV component) performed a large scale bending test on a welded steel pipe containing a circumferential through-thickness crack (the MU2 test). The purpose of this test is to study the impact of high magnitude weld residual stresses on the initiation and growth of cracks in austenitic stainless steels.This research presents the simulation part of the STYLE project which aims to develop the finite element model of MU2 test in ABAQUS to enhance the understanding and ability to predict the combined influence of mechanical loading and residual stresses on the ductile fracture behaviour of nuclear pressure vessel steels. This research employs both fracture mechanics principles (global approach) and Rousselier damage model (local approach) to study this behaviour including crack initiation and growth. In this research, the Rousselier model was implemented into ABAQUS via the user defined subroutines for ABAQUS/Standard and ABAQUS/Explicit modules, i.e. UMAT and VUMAT. The subroutines were developed based on the integration algorithm proposed by Aravas and Zhang. The validation of these subroutines was checked by comparing the FE results obtained from the implementation of these subroutines with the analytical and other benchmark solutions. This process showed that UMAT and VUMAT provide accurate results. However, the UMAT developed in this work shows convergence problems when the elements start to fail. Hence, only VUMAT was used in the construction of the finite element model of the MU2 test. As mentioned above, the results obtained from both fracture mechanics approach and Rousselier model are compared with the experimental data to validate the accuracy of the model. The results shows that both fracture mechanics approach and the Rousselier model predict similar final crack shapes which correspond closely to the test results in south direction. The other conclusions about the influence of residual stress on ductile fracture obtained from this work are also summarized in this thesis." @default.
• W2313896106 created "2016-06-24" @default.
• W2313896106 creator A5036683431 @default.
• W2313896106 date "2015-07-11" @default.
• W2313896106 modified "2023-09-23" @default.
• W2313896106 title "Finite Element Modelling of Fracture and Damage in Austenitic Stainless Steel in Nuclear Power Plant" @default.
• W2313896106 cites W1495898891 @default.
• W2313896106 cites W1788730425 @default.
• W2313896106 cites W189257030 @default.
• W2313896106 cites W1987625846 @default.
• W2313896106 cites W1987658578 @default.
• W2313896106 cites W1996105658 @default.
• W2313896106 cites W2008169463 @default.
• W2313896106 cites W2015143592 @default.
• W2313896106 cites W2018047503 @default.
• W2313896106 cites W2025465602 @default.
• W2313896106 cites W2030527364 @default.
• W2313896106 cites W2031010527 @default.
• W2313896106 cites W2034647834 @default.
• W2313896106 cites W2052613090 @default.
• W2313896106 cites W2084464066 @default.
• W2313896106 cites W2087741609 @default.
• W2313896106 cites W2089092903 @default.
• W2313896106 cites W2115198631 @default.
• W2313896106 cites W2154656762 @default.
• W2313896106 cites W2157258353 @default.
• W2313896106 cites W2981224554 @default.
• W2313896106 cites W399862998 @default.
• W2313896106 hasPublicationYear "2015" @default.
• W2313896106 type Work @default.
• W2313896106 sameAs 2313896106 @default.
• W2313896106 citedByCount "0" @default.
• W2313896106 crossrefType "dissertation" @default.
• W2313896106 hasAuthorship W2313896106A5036683431 @default.
• W2313896106 hasConcept C111919701 @default.
• W2313896106 hasConcept C127313418 @default.
• W2313896106 hasConcept C127413603 @default.
• W2313896106 hasConcept C13280743 @default.
• W2313896106 hasConcept C135628077 @default.
• W2313896106 hasConcept C159985019 @default.
• W2313896106 hasConcept C185798385 @default.
• W2313896106 hasConcept C191897082 @default.
• W2313896106 hasConcept C192562407 @default.
• W2313896106 hasConcept C19474535 @default.
• W2313896106 hasConcept C37292000 @default.
• W2313896106 hasConcept C41008148 @default.
• W2313896106 hasConcept C43369102 @default.
• W2313896106 hasConcept C66938386 @default.
• W2313896106 hasConcept C87210426 @default.
• W2313896106 hasConcept C96147967 @default.
• W2313896106 hasConceptScore W2313896106C111919701 @default.
• W2313896106 hasConceptScore W2313896106C127313418 @default.
• W2313896106 hasConceptScore W2313896106C127413603 @default.
• W2313896106 hasConceptScore W2313896106C13280743 @default.
• W2313896106 hasConceptScore W2313896106C135628077 @default.
• W2313896106 hasConceptScore W2313896106C159985019 @default.
• W2313896106 hasConceptScore W2313896106C185798385 @default.
• W2313896106 hasConceptScore W2313896106C191897082 @default.
• W2313896106 hasConceptScore W2313896106C192562407 @default.
• W2313896106 hasConceptScore W2313896106C19474535 @default.
• W2313896106 hasConceptScore W2313896106C37292000 @default.
• W2313896106 hasConceptScore W2313896106C41008148 @default.
• W2313896106 hasConceptScore W2313896106C43369102 @default.
• W2313896106 hasConceptScore W2313896106C66938386 @default.
• W2313896106 hasConceptScore W2313896106C87210426 @default.
• W2313896106 hasConceptScore W2313896106C96147967 @default.
• W2313896106 hasLocation W23138961061 @default.
• W2313896106 hasOpenAccess W2313896106 @default.
• W2313896106 hasPrimaryLocation W23138961061 @default.
• W2313896106 hasRelatedWork W1968611506 @default.
• W2313896106 hasRelatedWork W1985446011 @default.
• W2313896106 hasRelatedWork W2002539814 @default.
• W2313896106 hasRelatedWork W2009506536 @default.
• W2313896106 hasRelatedWork W2012585962 @default.
• W2313896106 hasRelatedWork W2018066470 @default.
• W2313896106 hasRelatedWork W2027164993 @default.
• W2313896106 hasRelatedWork W2044785175 @default.
• W2313896106 hasRelatedWork W2057806609 @default.
• W2313896106 hasRelatedWork W2068097541 @default.
• W2313896106 hasRelatedWork W2072372187 @default.
• W2313896106 hasRelatedWork W2096470213 @default.
• W2313896106 hasRelatedWork W2101400804 @default.
• W2313896106 hasRelatedWork W2152813732 @default.
• W2313896106 hasRelatedWork W2383443702 @default.
• W2313896106 hasRelatedWork W2389415697 @default.
• W2313896106 hasRelatedWork W2592236911 @default.
• W2313896106 hasRelatedWork W2968157708 @default.
• W2313896106 hasRelatedWork W3193707969 @default.
• W2313896106 hasRelatedWork W2189121959 @default.
• W2313896106 isParatext "false" @default.
• W2313896106 isRetracted "false" @default.
• W2313896106 magId "2313896106" @default.
• W2313896106 workType "dissertation" @default.