Matches in SemOpenAlex for { <https://semopenalex.org/work/W2940867048> ?p ?o ?g. }
Showing items 1 to 78 of
78
with 100 items per page.
- W2940867048 endingPage "21" @default.
- W2940867048 startingPage "12" @default.
- W2940867048 abstract "Circular thin walled structures have wide range of applications. This type of structure is generally exposed to different types of loads, but one of the most important types is a buckling. In this work, the phenomena of buckling was studied by using finite element analysis. The circular thin walled structure in this study is constructed from; cylindrical thin shell strengthen by longitudinal stringers, subjected to pure bending in one plane. In addition, Taguchi method was used to identify the optimum combination set of parameters for enhancement of the critical buckling load value, as well as to investigate the most effective parameter. The parameters that have been analyzed were; cylinder shell thickness, shape of stiffeners section and the number of stiffeners. Furthermore, to verify the contribution of parameters on buckling response, the analysis of variance technique (ANOVA) method was implemented, which gave the contribution weight as percentages. The analysis of results by these two methods showed that the more effective parameter on the critical buckling load was the thickness of cylinder’s shell and the lowest effective was the number of stiffeners The values of parameters that gave the best critical buckling load combination were: 1) the ratio of cylinder’s diameter to thickness of its shell was 133, 2) the ratio of the depth to thickness of stiffeners was1.6, and 3) the number of stiffeners was 12." @default.
- W2940867048 created "2019-05-03" @default.
- W2940867048 creator A5031587932 @default.
- W2940867048 date "2019-03-18" @default.
- W2940867048 modified "2023-09-25" @default.
- W2940867048 title "Best Level of Parameters for a Critical Buckling Load for Circular Thin- Walled Structure Subjected to Bending" @default.
- W2940867048 cites W1501387889 @default.
- W2940867048 cites W1566393002 @default.
- W2940867048 cites W1987767639 @default.
- W2940867048 cites W2060135116 @default.
- W2940867048 cites W2075629956 @default.
- W2940867048 cites W2101635534 @default.
- W2940867048 cites W2106901320 @default.
- W2940867048 cites W2129066054 @default.
- W2940867048 cites W2155422297 @default.
- W2940867048 cites W2186917871 @default.
- W2940867048 cites W2251459891 @default.
- W2940867048 cites W259050485 @default.
- W2940867048 cites W2745534389 @default.
- W2940867048 cites W53911934 @default.
- W2940867048 cites W2187597156 @default.
- W2940867048 doi "https://doi.org/10.22153/kej.2017.07.003" @default.
- W2940867048 hasPublicationYear "2019" @default.
- W2940867048 type Work @default.
- W2940867048 sameAs 2940867048 @default.
- W2940867048 citedByCount "1" @default.
- W2940867048 countsByYear W29408670482020 @default.
- W2940867048 crossrefType "journal-article" @default.
- W2940867048 hasAuthorship W2940867048A5031587932 @default.
- W2940867048 hasBestOaLocation W29408670481 @default.
- W2940867048 hasConcept C127413603 @default.
- W2940867048 hasConcept C135628077 @default.
- W2940867048 hasConcept C159985019 @default.
- W2940867048 hasConcept C192562407 @default.
- W2940867048 hasConcept C203311528 @default.
- W2940867048 hasConcept C2524010 @default.
- W2940867048 hasConcept C2777457327 @default.
- W2940867048 hasConcept C2781052500 @default.
- W2940867048 hasConcept C33923547 @default.
- W2940867048 hasConcept C66938386 @default.
- W2940867048 hasConcept C83469408 @default.
- W2940867048 hasConcept C85476182 @default.
- W2940867048 hasConcept C87210426 @default.
- W2940867048 hasConceptScore W2940867048C127413603 @default.
- W2940867048 hasConceptScore W2940867048C135628077 @default.
- W2940867048 hasConceptScore W2940867048C159985019 @default.
- W2940867048 hasConceptScore W2940867048C192562407 @default.
- W2940867048 hasConceptScore W2940867048C203311528 @default.
- W2940867048 hasConceptScore W2940867048C2524010 @default.
- W2940867048 hasConceptScore W2940867048C2777457327 @default.
- W2940867048 hasConceptScore W2940867048C2781052500 @default.
- W2940867048 hasConceptScore W2940867048C33923547 @default.
- W2940867048 hasConceptScore W2940867048C66938386 @default.
- W2940867048 hasConceptScore W2940867048C83469408 @default.
- W2940867048 hasConceptScore W2940867048C85476182 @default.
- W2940867048 hasConceptScore W2940867048C87210426 @default.
- W2940867048 hasIssue "4" @default.
- W2940867048 hasLocation W29408670481 @default.
- W2940867048 hasLocation W29408670482 @default.
- W2940867048 hasOpenAccess W2940867048 @default.
- W2940867048 hasPrimaryLocation W29408670481 @default.
- W2940867048 hasRelatedWork W1976450102 @default.
- W2940867048 hasRelatedWork W1981166256 @default.
- W2940867048 hasRelatedWork W2031308361 @default.
- W2940867048 hasRelatedWork W2154499225 @default.
- W2940867048 hasRelatedWork W2351257627 @default.
- W2940867048 hasRelatedWork W2356940967 @default.
- W2940867048 hasRelatedWork W2376181582 @default.
- W2940867048 hasRelatedWork W2572760574 @default.
- W2940867048 hasRelatedWork W2593200884 @default.
- W2940867048 hasRelatedWork W2940867048 @default.
- W2940867048 hasVolume "13" @default.
- W2940867048 isParatext "false" @default.
- W2940867048 isRetracted "false" @default.
- W2940867048 magId "2940867048" @default.
- W2940867048 workType "article" @default.