Matches in SemOpenAlex for { <https://semopenalex.org/work/W2912759683> ?p ?o ?g. }
Showing items 1 to 64 of
64
with 100 items per page.
- W2912759683 endingPage "05026" @default.
- W2912759683 startingPage "05026" @default.
- W2912759683 abstract "Cellular steel beam is flanged steel beam with circular openings of uniform diameter and distance between each opening. The main benefit of such beam is to reduce the structural weight without reducing the strength significantly. A rectangular steel plate with circular opening is frequently used as a model of a web panel of such beam with vertical web stiffeners. The dimension of the plate is the dimension of the web bounded by top and bottom flanges and two adjacent vertical stiffeners. In this research, finite element method is utilized to perform inelastic buckling analyses of rectangular steel plates with circular openings under shear forces along all four edges assuming steel as elastic-perfectly-plastic material with yield stress of 250 MPa. Both nonlinear geometry and nonlinear material are considered in the analyses. The objective of this research is to study buckling behavior of the plate in terms of buckling mode, critical load, and Von Mises (effective) stress distribution. The buckling shear loads of the plates of various length-to-width ratios of the plate (1.0, 1.25, and 1.50) and various opening-diameter-to-plate-width ratios (0.00, 0.05, 0.10, 0.15, 0.20, 0.25, 0.30, 0.35, 0.40, 0.45, 0.50) have been obtained from the analyses. The deformation and Von Mises stress distribution at every load level have been obtained as well from the finite element analyses. Equation to predict inelastic buckling shear force of a rectangular steel plates with circular opening under shear forces is proposed in this study. Verification of the method has been performed by comparing shear buckling loads resulted from finite element analyses with the analytical results in the elastic range." @default.
- W2912759683 created "2019-02-21" @default.
- W2912759683 creator A5007280359 @default.
- W2912759683 creator A5054999654 @default.
- W2912759683 date "2019-01-01" @default.
- W2912759683 modified "2023-09-23" @default.
- W2912759683 title "Numerical study of inelastic buckling behavior of rectangular steel plates with circular openings under shear forces" @default.
- W2912759683 cites W2008721312 @default.
- W2912759683 cites W2009640591 @default.
- W2912759683 cites W2017652810 @default.
- W2912759683 cites W2040131394 @default.
- W2912759683 cites W2543492257 @default.
- W2912759683 cites W287733370 @default.
- W2912759683 doi "https://doi.org/10.1051/matecconf/201925805026" @default.
- W2912759683 hasPublicationYear "2019" @default.
- W2912759683 type Work @default.
- W2912759683 sameAs 2912759683 @default.
- W2912759683 citedByCount "1" @default.
- W2912759683 countsByYear W29127596832022 @default.
- W2912759683 crossrefType "journal-article" @default.
- W2912759683 hasAuthorship W2912759683A5007280359 @default.
- W2912759683 hasAuthorship W2912759683A5054999654 @default.
- W2912759683 hasBestOaLocation W29127596831 @default.
- W2912759683 hasConcept C127413603 @default.
- W2912759683 hasConcept C135628077 @default.
- W2912759683 hasConcept C155165730 @default.
- W2912759683 hasConcept C159985019 @default.
- W2912759683 hasConcept C168834538 @default.
- W2912759683 hasConcept C192562407 @default.
- W2912759683 hasConcept C22140971 @default.
- W2912759683 hasConcept C66938386 @default.
- W2912759683 hasConcept C85476182 @default.
- W2912759683 hasConcept C96035792 @default.
- W2912759683 hasConceptScore W2912759683C127413603 @default.
- W2912759683 hasConceptScore W2912759683C135628077 @default.
- W2912759683 hasConceptScore W2912759683C155165730 @default.
- W2912759683 hasConceptScore W2912759683C159985019 @default.
- W2912759683 hasConceptScore W2912759683C168834538 @default.
- W2912759683 hasConceptScore W2912759683C192562407 @default.
- W2912759683 hasConceptScore W2912759683C22140971 @default.
- W2912759683 hasConceptScore W2912759683C66938386 @default.
- W2912759683 hasConceptScore W2912759683C85476182 @default.
- W2912759683 hasConceptScore W2912759683C96035792 @default.
- W2912759683 hasLocation W29127596831 @default.
- W2912759683 hasLocation W29127596832 @default.
- W2912759683 hasOpenAccess W2912759683 @default.
- W2912759683 hasPrimaryLocation W29127596831 @default.
- W2912759683 hasRelatedWork W1978378264 @default.
- W2912759683 hasRelatedWork W2363311282 @default.
- W2912759683 hasRelatedWork W2367582379 @default.
- W2912759683 hasRelatedWork W2381539903 @default.
- W2912759683 hasRelatedWork W2384042972 @default.
- W2912759683 hasRelatedWork W3114999812 @default.
- W2912759683 hasRelatedWork W3174672817 @default.
- W2912759683 hasRelatedWork W3189192429 @default.
- W2912759683 hasRelatedWork W3204654889 @default.
- W2912759683 hasRelatedWork W928531640 @default.
- W2912759683 hasVolume "258" @default.
- W2912759683 isParatext "false" @default.
- W2912759683 isRetracted "false" @default.
- W2912759683 magId "2912759683" @default.
- W2912759683 workType "article" @default.