Matches in SemOpenAlex for { <https://semopenalex.org/work/W94089268> ?p ?o ?g. }
Showing items 1 to 51 of
51
with 100 items per page.
- W94089268 endingPage "1155" @default.
- W94089268 startingPage "1147" @default.
- W94089268 abstract "This article presents a new type of stress assessment method for double-layered pressure vessel. Due to its robust strength, a steel–concrete composite pipe is generally installed in poor burial conditions. However, it is difficult to directly define the stress state on pipe sections. For the convenient stress estimation of pipes encased in non-circular concrete, this article suggests a Stress Index (SI), a function of the interface pressure and changed diameter, based on the interface pressure. The ovalization characteristics of plain pipes and of pipes encased by circular and rectangular concrete are examined. The resultant stresses are replaced by the non-dimensional ratio of diameter change; thus, the stress index has the advantage of application for stress assessment irrespective of pipe characteristics." @default.
- W94089268 created "2016-06-24" @default.
- W94089268 creator A5016361221 @default.
- W94089268 creator A5022332979 @default.
- W94089268 creator A5025400440 @default.
- W94089268 creator A5045076650 @default.
- W94089268 creator A5055604432 @default.
- W94089268 creator A5058169756 @default.
- W94089268 date "2012-12-11" @default.
- W94089268 modified "2023-09-27" @default.
- W94089268 title "Local Deformed Diameter Analysis of a Pipe in Rigid Encasement for Water-crossings Application" @default.
- W94089268 cites W2735853239 @default.
- W94089268 doi "https://doi.org/10.1007/978-94-007-5860-5_137" @default.
- W94089268 hasPublicationYear "2012" @default.
- W94089268 type Work @default.
- W94089268 sameAs 94089268 @default.
- W94089268 citedByCount "0" @default.
- W94089268 crossrefType "book-chapter" @default.
- W94089268 hasAuthorship W94089268A5016361221 @default.
- W94089268 hasAuthorship W94089268A5022332979 @default.
- W94089268 hasAuthorship W94089268A5025400440 @default.
- W94089268 hasAuthorship W94089268A5045076650 @default.
- W94089268 hasAuthorship W94089268A5055604432 @default.
- W94089268 hasAuthorship W94089268A5058169756 @default.
- W94089268 hasConcept C127413603 @default.
- W94089268 hasConcept C192562407 @default.
- W94089268 hasConcept C66938386 @default.
- W94089268 hasConcept C78519656 @default.
- W94089268 hasConceptScore W94089268C127413603 @default.
- W94089268 hasConceptScore W94089268C192562407 @default.
- W94089268 hasConceptScore W94089268C66938386 @default.
- W94089268 hasConceptScore W94089268C78519656 @default.
- W94089268 hasLocation W940892681 @default.
- W94089268 hasOpenAccess W94089268 @default.
- W94089268 hasPrimaryLocation W940892681 @default.
- W94089268 hasRelatedWork W1527782470 @default.
- W94089268 hasRelatedWork W2347848542 @default.
- W94089268 hasRelatedWork W2351837897 @default.
- W94089268 hasRelatedWork W2353516228 @default.
- W94089268 hasRelatedWork W2372326873 @default.
- W94089268 hasRelatedWork W2383783554 @default.
- W94089268 hasRelatedWork W2384416889 @default.
- W94089268 hasRelatedWork W2389324249 @default.
- W94089268 hasRelatedWork W2899084033 @default.
- W94089268 hasRelatedWork W4315476309 @default.
- W94089268 isParatext "false" @default.
- W94089268 isRetracted "false" @default.
- W94089268 magId "94089268" @default.
- W94089268 workType "book-chapter" @default.