FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4384297693> ?p ?o ?g. }

• W4384297693 endingPage "212107" @default.
• W4384297693 startingPage "212107" @default.
• W4384297693 abstract "Currently in China X80 pipeline laying mostly concentrated in mountainous areas, oil and gas pipeline transmission distance, through the complex and diverse terrain, the pipeline by the buried environment will not only appear corrosion defects, but also by the impact of soil slippage to reduce the pressure-bearing capacity of the pipeline, resulting in pipeline perforation, broken, leading to oil and gas leakage accidents, further leading to fire, explosion and environmental pollution and other major safety accidents. In view of the important strategic position of oil and gas pipelines and the severity of accident hazards, it is important to study the ultimate bearing capacity of buried corroded pipelines. With this purpose, this paper analyzes the existing pipe-soil coupling theories based on the large-scale test in the field, optimizes the nonlinear contact model, and establishes a nonlinear corroded pipe-soil interaction model and verifies its accuracy. By using the existing soil load application function and coupling the actual soil slip data, the inhomogeneous movement of soil slip is realized. Based on the existing corrosion size characterization methods, the effect of corrosion size on the ultimate load carrying capacity of intact pipes was further verified by means of a combination of FEA and experiments. Specifically, the effects of soil slip under no load and internal pressure coupled conditions on the mechanical behavior of corroded pipelines are compared and analyzed; the necessity of considering soil slip is clarified; the influencing factors such as pipe corrosion size, operating internal pressure, and corrosion position are analyzed to reveal the failure mechanism of buried corroded pipelines in mountainous areas. By using the pipe displacement at the strain failure as the evaluation index, and using the dimensional analysis method to reveal the relationship between each influencing factor and the ultimate load, the ultimate load prediction formula for corroded pipelines under soil slip actions is derived. The research results can help evaluate the safety condition of existing operating pipelines, release early warning for the structure safety of pipelines, and provide guidance for the safety protection of pipelines in mountainous areas." @default.
• W4384297693 created "2023-07-15" @default.
• W4384297693 creator A5036747613 @default.
• W4384297693 creator A5048329935 @default.
• W4384297693 creator A5076479076 @default.
• W4384297693 date "2023-10-01" @default.
• W4384297693 modified "2023-10-16" @default.
• W4384297693 title "Limit load prediction analysis of X80 pipeline containing corrosion in mountainous landslide section" @default.
• W4384297693 cites W1425165543 @default.
• W4384297693 cites W2008718587 @default.
• W4384297693 cites W2054271053 @default.
• W4384297693 cites W2089708510 @default.
• W4384297693 cites W2556507341 @default.
• W4384297693 cites W2563360061 @default.
• W4384297693 cites W2604574534 @default.
• W4384297693 cites W2806896253 @default.
• W4384297693 cites W2896688286 @default.
• W4384297693 cites W2911793995 @default.
• W4384297693 cites W2970389777 @default.
• W4384297693 cites W2989104026 @default.
• W4384297693 cites W3014999307 @default.
• W4384297693 cites W3092895113 @default.
• W4384297693 cites W3097109464 @default.
• W4384297693 cites W3153566585 @default.
• W4384297693 cites W3171270283 @default.
• W4384297693 cites W3197088073 @default.
• W4384297693 cites W3215665494 @default.
• W4384297693 cites W4210896832 @default.
• W4384297693 cites W4295599282 @default.
• W4384297693 cites W4313335700 @default.
• W4384297693 doi "https://doi.org/10.1016/j.geoen.2023.212107" @default.
• W4384297693 hasPublicationYear "2023" @default.
• W4384297693 type Work @default.
• W4384297693 citedByCount "0" @default.
• W4384297693 crossrefType "journal-article" @default.
• W4384297693 hasAuthorship W4384297693A5036747613 @default.
• W4384297693 hasAuthorship W4384297693A5048329935 @default.
• W4384297693 hasAuthorship W4384297693A5076479076 @default.
• W4384297693 hasConcept C127313418 @default.
• W4384297693 hasConcept C127413603 @default.
• W4384297693 hasConcept C146978453 @default.
• W4384297693 hasConcept C159985019 @default.
• W4384297693 hasConcept C175309249 @default.
• W4384297693 hasConcept C187320778 @default.
• W4384297693 hasConcept C18747710 @default.
• W4384297693 hasConcept C191897082 @default.
• W4384297693 hasConcept C192562407 @default.
• W4384297693 hasConcept C195268267 @default.
• W4384297693 hasConcept C20625102 @default.
• W4384297693 hasConcept C2776096238 @default.
• W4384297693 hasConcept C39432304 @default.
• W4384297693 hasConcept C548081761 @default.
• W4384297693 hasConcept C66938386 @default.
• W4384297693 hasConcept C68189081 @default.
• W4384297693 hasConcept C78762247 @default.
• W4384297693 hasConcept C87717796 @default.
• W4384297693 hasConceptScore W4384297693C127313418 @default.
• W4384297693 hasConceptScore W4384297693C127413603 @default.
• W4384297693 hasConceptScore W4384297693C146978453 @default.
• W4384297693 hasConceptScore W4384297693C159985019 @default.
• W4384297693 hasConceptScore W4384297693C175309249 @default.
• W4384297693 hasConceptScore W4384297693C187320778 @default.
• W4384297693 hasConceptScore W4384297693C18747710 @default.
• W4384297693 hasConceptScore W4384297693C191897082 @default.
• W4384297693 hasConceptScore W4384297693C192562407 @default.
• W4384297693 hasConceptScore W4384297693C195268267 @default.
• W4384297693 hasConceptScore W4384297693C20625102 @default.
• W4384297693 hasConceptScore W4384297693C2776096238 @default.
• W4384297693 hasConceptScore W4384297693C39432304 @default.
• W4384297693 hasConceptScore W4384297693C548081761 @default.
• W4384297693 hasConceptScore W4384297693C66938386 @default.
• W4384297693 hasConceptScore W4384297693C68189081 @default.
• W4384297693 hasConceptScore W4384297693C78762247 @default.
• W4384297693 hasConceptScore W4384297693C87717796 @default.
• W4384297693 hasLocation W43842976931 @default.
• W4384297693 hasOpenAccess W4384297693 @default.
• W4384297693 hasPrimaryLocation W43842976931 @default.
• W4384297693 hasRelatedWork W2184632420 @default.
• W4384297693 hasRelatedWork W2364636125 @default.
• W4384297693 hasRelatedWork W2382110349 @default.
• W4384297693 hasRelatedWork W2388346715 @default.
• W4384297693 hasRelatedWork W2770155441 @default.
• W4384297693 hasRelatedWork W2925977496 @default.
• W4384297693 hasRelatedWork W3006419161 @default.
• W4384297693 hasRelatedWork W3008219997 @default.
• W4384297693 hasRelatedWork W3133032336 @default.
• W4384297693 hasRelatedWork W3174900391 @default.
• W4384297693 hasVolume "229" @default.
• W4384297693 isParatext "false" @default.
• W4384297693 isRetracted "false" @default.
• W4384297693 workType "article" @default.