Matches in SemOpenAlex for { <https://semopenalex.org/work/W1996503014> ?p ?o ?g. }
Showing items 1 to 54 of
54
with 100 items per page.
- W1996503014 endingPage "1634" @default.
- W1996503014 startingPage "1634" @default.
- W1996503014 abstract "For a plate with elastic edge supports the Raleigh-Ritz solution undergoes considerable simplification if it is assumed that the plate slope remains constant in the support region. This assumption is reasonable from the deflection and slope point of view, particularly in those cases where the support width is small compared with the plate dimensions. The exact solution, although straightforward, is computationally very cumbersome and requires the use of a computer. The validity of the assumption of constant slope in the support region is examined by considering the flexure of an axisymmetric plate, for which the Raleigh-Ritz solution is in closed form and hence facilitates the examination of the dependence of stresses and deflection on the foundation modulus and width of the support. The solution for the inner region of the axisymmetric plate under the assumptions of Poisson-Kirchhoff plate theory involves two constants of integration; is taken as" @default.
- W1996503014 created "2016-06-24" @default.
- W1996503014 creator A5048501918 @default.
- W1996503014 date "1970-09-01" @default.
- W1996503014 modified "2023-09-25" @default.
- W1996503014 title "SYNOPTIC: Effect of Support Elasticity on the Bending of Axisymmetric Plates" @default.
- W1996503014 doi "https://doi.org/10.2514/3.49855" @default.
- W1996503014 hasPublicationYear "1970" @default.
- W1996503014 type Work @default.
- W1996503014 sameAs 1996503014 @default.
- W1996503014 citedByCount "0" @default.
- W1996503014 crossrefType "journal-article" @default.
- W1996503014 hasAuthorship W1996503014A5048501918 @default.
- W1996503014 hasConcept C121332964 @default.
- W1996503014 hasConcept C121854251 @default.
- W1996503014 hasConcept C127413603 @default.
- W1996503014 hasConcept C128172907 @default.
- W1996503014 hasConcept C159985019 @default.
- W1996503014 hasConcept C192562407 @default.
- W1996503014 hasConcept C33026886 @default.
- W1996503014 hasConcept C57879066 @default.
- W1996503014 hasConcept C66938386 @default.
- W1996503014 hasConcept C87210426 @default.
- W1996503014 hasConceptScore W1996503014C121332964 @default.
- W1996503014 hasConceptScore W1996503014C121854251 @default.
- W1996503014 hasConceptScore W1996503014C127413603 @default.
- W1996503014 hasConceptScore W1996503014C128172907 @default.
- W1996503014 hasConceptScore W1996503014C159985019 @default.
- W1996503014 hasConceptScore W1996503014C192562407 @default.
- W1996503014 hasConceptScore W1996503014C33026886 @default.
- W1996503014 hasConceptScore W1996503014C57879066 @default.
- W1996503014 hasConceptScore W1996503014C66938386 @default.
- W1996503014 hasConceptScore W1996503014C87210426 @default.
- W1996503014 hasIssue "9" @default.
- W1996503014 hasLocation W19965030141 @default.
- W1996503014 hasOpenAccess W1996503014 @default.
- W1996503014 hasPrimaryLocation W19965030141 @default.
- W1996503014 hasRelatedWork W2017078283 @default.
- W1996503014 hasRelatedWork W2074069155 @default.
- W1996503014 hasRelatedWork W2131295815 @default.
- W1996503014 hasRelatedWork W2214127500 @default.
- W1996503014 hasRelatedWork W2242871221 @default.
- W1996503014 hasRelatedWork W2377328216 @default.
- W1996503014 hasRelatedWork W2388554056 @default.
- W1996503014 hasRelatedWork W2802359062 @default.
- W1996503014 hasRelatedWork W3098392946 @default.
- W1996503014 hasRelatedWork W3143365526 @default.
- W1996503014 hasVolume "8" @default.
- W1996503014 isParatext "false" @default.
- W1996503014 isRetracted "false" @default.
- W1996503014 magId "1996503014" @default.
- W1996503014 workType "article" @default.