FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3092220425> ?p ?o ?g. }

• W3092220425 abstract "Fatigue failure is a governing limit state for marine structures. Marine structures are composed of the numerous structural members connected by the welded joints which are the typically governing fatigue sensitive locations. In this thesis, attention has been paid to fatigue of welded joints from design and from testing perspective. The double sided longitudinal attachment is a common structural detail in marine structures and available resistance information, SN data, has been used to investigate the life time estimate accuracy in case the total stress is adopted as fatigue damage criterion. The single sided butt joint is a common structural detail in marine structures like steel catenary risers and a specimen has been designed for testing using the hexapod in order to ensure fatigue induced failure at the required location.Fatigue design of double sided welded longitudinal attachments using a Total Stress criterion The recently developed total stress concept considers both the weld notch and far field characteristic contributions. The total through-thickness weld notch stress distribution has been adopted to establish the total stress fatigue damage criterion and corresponding fatigue resistance curve. Thanks to a semi-analytical formulation, it is easy to determine the total weld notch stress distribution. The involved weld load carrying stress component is a characteristic one and unique for each weld notch location. A double weld element beam model has been developed to replace the original single weld finite element beam model in order to capture correct estimates for the double sided longitudinal attachments. Alternatively, a parametric has been established as well. The weld notch angle has turned out to be a governing parameter. Evaluation of the fatigue resistance of the welded double sided longitudinal attachment using the Total Stress concept shows a better accuracy in comparison to the nominal stress, hot spot structural stress and effective notch stress concept results. A governing factor for double sided longitudinal attachments is investigated which is the base plate thickness tb. Although, the IIW classifies the longitudinal attachment based on the attachment length la, the base plate thickness tb is much more dominant. Fatigue testing of single sided butt joints using a Hexapod The riser system forms a significant part of the development costs for floating offshore oil production facilities. The SCReen joint industry project aims to optimise the fatigue design and maintenance costs for Steel Catenary Risers (SCR’s). Generally, published fatigue resistance data of SCR welded joints are performed using resonance bending tests, which have two major limitations: a very high mean stress state and unrealistic variable amplitude loading. In order to obtain realistic fatigue resistance data, the SCReen project plans to do the fatigue tests with the Hexapod. A dedicated specimen containing the critical single sided butt joint has been designed  in order to obtain fatigue failure at the required location, involving two girth welds at the flange-pipe connection and the single sided butt joint at the middle of the specimen. With a post welding improvement, fatigue failure at the intended weld root location can be obtained." @default.
• W3092220425 created "2020-10-15" @default.
• W3092220425 creator A5016328842 @default.
• W3092220425 date "2019-01-01" @default.
• W3092220425 modified "2023-09-27" @default.
• W3092220425 title "Fatigue of Welded Joints in Steel Marine Structures: Resistance of Double Sided Longitudinal Attachments and Single Sided Butt Joints ~ Design and Testing Considerations" @default.
• W3092220425 hasPublicationYear "2019" @default.
• W3092220425 type Work @default.
• W3092220425 sameAs 3092220425 @default.
• W3092220425 citedByCount "0" @default.
• W3092220425 crossrefType "journal-article" @default.
• W3092220425 hasAuthorship W3092220425A5016328842 @default.
• W3092220425 hasConcept C111038815 @default.
• W3092220425 hasConcept C120816423 @default.
• W3092220425 hasConcept C127413603 @default.
• W3092220425 hasConcept C131850400 @default.
• W3092220425 hasConcept C135628077 @default.
• W3092220425 hasConcept C138885662 @default.
• W3092220425 hasConcept C168834538 @default.
• W3092220425 hasConcept C19474535 @default.
• W3092220425 hasConcept C21036866 @default.
• W3092220425 hasConcept C28539199 @default.
• W3092220425 hasConcept C41895202 @default.
• W3092220425 hasConcept C66938386 @default.
• W3092220425 hasConcept C78519656 @default.
• W3092220425 hasConceptScore W3092220425C111038815 @default.
• W3092220425 hasConceptScore W3092220425C120816423 @default.
• W3092220425 hasConceptScore W3092220425C127413603 @default.
• W3092220425 hasConceptScore W3092220425C131850400 @default.
• W3092220425 hasConceptScore W3092220425C135628077 @default.
• W3092220425 hasConceptScore W3092220425C138885662 @default.
• W3092220425 hasConceptScore W3092220425C168834538 @default.
• W3092220425 hasConceptScore W3092220425C19474535 @default.
• W3092220425 hasConceptScore W3092220425C21036866 @default.
• W3092220425 hasConceptScore W3092220425C28539199 @default.
• W3092220425 hasConceptScore W3092220425C41895202 @default.
• W3092220425 hasConceptScore W3092220425C66938386 @default.
• W3092220425 hasConceptScore W3092220425C78519656 @default.
• W3092220425 hasLocation W30922204251 @default.
• W3092220425 hasOpenAccess W3092220425 @default.
• W3092220425 hasPrimaryLocation W30922204251 @default.
• W3092220425 hasRelatedWork W100817837 @default.
• W3092220425 hasRelatedWork W1567346298 @default.
• W3092220425 hasRelatedWork W1978434898 @default.
• W3092220425 hasRelatedWork W2011098779 @default.
• W3092220425 hasRelatedWork W2029690713 @default.
• W3092220425 hasRelatedWork W2063146519 @default.
• W3092220425 hasRelatedWork W2072080600 @default.
• W3092220425 hasRelatedWork W2092440054 @default.
• W3092220425 hasRelatedWork W2340778298 @default.
• W3092220425 hasRelatedWork W2562334425 @default.
• W3092220425 hasRelatedWork W2606135462 @default.
• W3092220425 hasRelatedWork W2793358131 @default.
• W3092220425 hasRelatedWork W2973160291 @default.
• W3092220425 hasRelatedWork W2995877778 @default.
• W3092220425 hasRelatedWork W3041913630 @default.
• W3092220425 hasRelatedWork W337069955 @default.
• W3092220425 hasRelatedWork W424445677 @default.
• W3092220425 hasRelatedWork W575156835 @default.
• W3092220425 hasRelatedWork W602614870 @default.
• W3092220425 hasRelatedWork W2960744378 @default.
• W3092220425 isParatext "false" @default.
• W3092220425 isRetracted "false" @default.
• W3092220425 magId "3092220425" @default.
• W3092220425 workType "article" @default.