FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3147881282> ?p ?o ?g. }

• W3147881282 abstract "Natural gas accounts for just under a quarter of global energy demand. The gas is mainly delivered through pipelines, but is increasingly shipped overseas by liquefying it to LNG at -162 degrees Celcius. Fluids, containing free surfaces inside ships are likely to start sloshing, as ships move on waves. These fluids induce impact loading on the walls of the tanks. These impacts induce amplified motions in the tanks membranes in the order of millimeters to centimeters,resulting in permanent deformation that could exceed acceptable risk levels. In the industry one case of plastic deformation in the corrugated membranes of the LNG tanks was observed (Gavory and de Seze, 2009), but leakage was prevented. A growing desire for understanding sloshing behaviour raised and action was taken under the name of SLOHEL a JIP. Full scale experiments have been carried out. For investigating detailed structural response on the effect of Fluid-Structure Interaction on a prediction of the plastic deformation of a Mark III membrane, subjected to a local wave impact, a numerical application was carried out. In this thesis, the experiments became input for a numerical Fluid-Structure Interaction model, that is strong two-way coupled. The structural response of a local wave impact is analysed using LS Dyna. Two-way|coupled and one-way|uncoupled results are compared. The pressures of the fluid model have been validated after making simplifications and are within a range of ±10% compared to measured results of the SLOSHEL experiments for an wave impact velocity of 7 m/s. In the simulations three high pressure stages are identified on an impact between two corrugations. First, initial impact. Thereafter, lower corrugation impact ending with upper corrugation impact. At stage 3 large deformations were found in the foam layer behind the stainless steel membrane and for higher impact velocities also in the corrugated membrane. Uncoupled simulations, in which the structure is considered as rigid for the fluid solver, but is able to respond flexible in the structural solver, were performed. In coupled simulations, a full interactive model is considered in which pressures update as a result of structural displacements. This results in dry frequencies for uncoupled simulations and wet frequencies for coupled simulations. It was found that pressures in uncoupled simulations are in often higher. Displacements in the foam show for all cases higher displacements (10-25%) for uncoupled simulations. The plastic strains in the corrugated membrane are higher for high impact velocities (50-100%) for uncoupled simulations. The significance of accounting coupled Fluid-Structure Interaction increases when deformations become non-linear. For this specific case, when yield stress of the corrugations in the membrane is exceeded id est when plastic strain occurs, uncoupled simulations are not able to obtain accurate predictions in structural response." @default.
• W3147881282 created "2021-04-13" @default.
• W3147881282 creator A5005012567 @default.
• W3147881282 date "2019-01-01" @default.
• W3147881282 modified "2023-09-23" @default.
• W3147881282 title "An application of numerical Fluid-Structure Interaction: On a local wave impacting a membrane LNG tank" @default.
• W3147881282 hasPublicationYear "2019" @default.
• W3147881282 type Work @default.
• W3147881282 sameAs 3147881282 @default.
• W3147881282 citedByCount "0" @default.
• W3147881282 crossrefType "journal-article" @default.
• W3147881282 hasAuthorship W3147881282A5005012567 @default.
• W3147881282 hasConcept C121332964 @default.
• W3147881282 hasConcept C127413603 @default.
• W3147881282 hasConcept C135628077 @default.
• W3147881282 hasConcept C14034172 @default.
• W3147881282 hasConcept C142784634 @default.
• W3147881282 hasConcept C159985019 @default.
• W3147881282 hasConcept C192562407 @default.
• W3147881282 hasConcept C204366326 @default.
• W3147881282 hasConcept C2777974851 @default.
• W3147881282 hasConcept C2779126057 @default.
• W3147881282 hasConcept C500300565 @default.
• W3147881282 hasConcept C548081761 @default.
• W3147881282 hasConcept C57879066 @default.
• W3147881282 hasConcept C59427239 @default.
• W3147881282 hasConcept C66938386 @default.
• W3147881282 hasConceptScore W3147881282C121332964 @default.
• W3147881282 hasConceptScore W3147881282C127413603 @default.
• W3147881282 hasConceptScore W3147881282C135628077 @default.
• W3147881282 hasConceptScore W3147881282C14034172 @default.
• W3147881282 hasConceptScore W3147881282C142784634 @default.
• W3147881282 hasConceptScore W3147881282C159985019 @default.
• W3147881282 hasConceptScore W3147881282C192562407 @default.
• W3147881282 hasConceptScore W3147881282C204366326 @default.
• W3147881282 hasConceptScore W3147881282C2777974851 @default.
• W3147881282 hasConceptScore W3147881282C2779126057 @default.
• W3147881282 hasConceptScore W3147881282C500300565 @default.
• W3147881282 hasConceptScore W3147881282C548081761 @default.
• W3147881282 hasConceptScore W3147881282C57879066 @default.
• W3147881282 hasConceptScore W3147881282C59427239 @default.
• W3147881282 hasConceptScore W3147881282C66938386 @default.
• W3147881282 hasLocation W31478812821 @default.
• W3147881282 hasOpenAccess W3147881282 @default.
• W3147881282 hasPrimaryLocation W31478812821 @default.
• W3147881282 hasRelatedWork W2001801058 @default.
• W3147881282 hasRelatedWork W2012989420 @default.
• W3147881282 hasRelatedWork W2027198706 @default.
• W3147881282 hasRelatedWork W2034867612 @default.
• W3147881282 hasRelatedWork W2047775591 @default.
• W3147881282 hasRelatedWork W2067331387 @default.
• W3147881282 hasRelatedWork W2076747531 @default.
• W3147881282 hasRelatedWork W2089343704 @default.
• W3147881282 hasRelatedWork W222174734 @default.
• W3147881282 hasRelatedWork W224124966 @default.
• W3147881282 hasRelatedWork W2260514224 @default.
• W3147881282 hasRelatedWork W2320170984 @default.
• W3147881282 hasRelatedWork W2333917714 @default.
• W3147881282 hasRelatedWork W2565356226 @default.
• W3147881282 hasRelatedWork W263536162 @default.
• W3147881282 hasRelatedWork W2790692740 @default.
• W3147881282 hasRelatedWork W2981822699 @default.
• W3147881282 hasRelatedWork W334087742 @default.
• W3147881282 hasRelatedWork W824283423 @default.
• W3147881282 hasRelatedWork W92010070 @default.
• W3147881282 isParatext "false" @default.
• W3147881282 isRetracted "false" @default.
• W3147881282 magId "3147881282" @default.
• W3147881282 workType "article" @default.