Matches in SemOpenAlex for { <https://semopenalex.org/work/W2264274964> ?p ?o ?g. }
Showing items 1 to 67 of
67
with 100 items per page.
- W2264274964 abstract "The economical design of tubular steel columns against local buckling is handicapped by a rather wide variation among the current design rules . To promote a better understanding of the local buckling phenomenon, tests were conducted on seven specimens which were fabricated by cold-rolling and welding. The specimens were made from steel plate with static yield stresses ranging from 204 to 623 MPa (29.56 to 90.32 ksi). Thicknesses ranged from 2.02 to 9.94 mm (0.080 in. to 0.391 in.) and diameter-to-thickness ratios (D/t) from 59 to 294. The slenderness ratios (length-to-radius of gyration) were less than 9 to preclude the effect of overall column buckling. The ultimate stress was limited by the formation of the local buckles in five of the specimens. In the remaining two, stresses were reached slightly above those at which buckling was observed. The nondimensional buckling stresses ranged from 0.829 to 1.069 F/F and generally decreased with increasing D/t ratios. The initial geometric imperfections and the longitudinal welding residual stresses appeared to have no influence on either the location or the pattern of the local buckles. In the post-buckling range the specimens were able to reach capacities of 12 to 23% of their buckling strength. The test results were compared using several different design parameters and equations. Current American design equations were found to be conservative for all of the specimens. An equation is proposed to predict the local buckling strength of fabricated tubular members." @default.
- W2264274964 created "2016-06-24" @default.
- W2264274964 creator A5055948773 @default.
- W2264274964 date "1979-01-01" @default.
- W2264274964 modified "2023-09-27" @default.
- W2264274964 title "Local buckling of steel tubular columns." @default.
- W2264274964 cites W2155216966 @default.
- W2264274964 cites W2337296726 @default.
- W2264274964 cites W2595829525 @default.
- W2264274964 cites W2736595604 @default.
- W2264274964 cites W2739789681 @default.
- W2264274964 cites W638008099 @default.
- W2264274964 hasPublicationYear "1979" @default.
- W2264274964 type Work @default.
- W2264274964 sameAs 2264274964 @default.
- W2264274964 citedByCount "6" @default.
- W2264274964 crossrefType "journal-article" @default.
- W2264274964 hasAuthorship W2264274964A5055948773 @default.
- W2264274964 hasConcept C127413603 @default.
- W2264274964 hasConcept C138885662 @default.
- W2264274964 hasConcept C159985019 @default.
- W2264274964 hasConcept C192562407 @default.
- W2264274964 hasConcept C19474535 @default.
- W2264274964 hasConcept C21036866 @default.
- W2264274964 hasConcept C2992092164 @default.
- W2264274964 hasConcept C37292000 @default.
- W2264274964 hasConcept C41895202 @default.
- W2264274964 hasConcept C66938386 @default.
- W2264274964 hasConcept C85476182 @default.
- W2264274964 hasConceptScore W2264274964C127413603 @default.
- W2264274964 hasConceptScore W2264274964C138885662 @default.
- W2264274964 hasConceptScore W2264274964C159985019 @default.
- W2264274964 hasConceptScore W2264274964C192562407 @default.
- W2264274964 hasConceptScore W2264274964C19474535 @default.
- W2264274964 hasConceptScore W2264274964C21036866 @default.
- W2264274964 hasConceptScore W2264274964C2992092164 @default.
- W2264274964 hasConceptScore W2264274964C37292000 @default.
- W2264274964 hasConceptScore W2264274964C41895202 @default.
- W2264274964 hasConceptScore W2264274964C66938386 @default.
- W2264274964 hasConceptScore W2264274964C85476182 @default.
- W2264274964 hasLocation W22642749641 @default.
- W2264274964 hasOpenAccess W2264274964 @default.
- W2264274964 hasPrimaryLocation W22642749641 @default.
- W2264274964 hasRelatedWork W112248219 @default.
- W2264274964 hasRelatedWork W1604477955 @default.
- W2264274964 hasRelatedWork W1989926653 @default.
- W2264274964 hasRelatedWork W2030824273 @default.
- W2264274964 hasRelatedWork W2066290314 @default.
- W2264274964 hasRelatedWork W2275592924 @default.
- W2264274964 hasRelatedWork W2292850440 @default.
- W2264274964 hasRelatedWork W2335458092 @default.
- W2264274964 hasRelatedWork W2371152168 @default.
- W2264274964 hasRelatedWork W2773735008 @default.
- W2264274964 hasRelatedWork W3043620570 @default.
- W2264274964 hasRelatedWork W3191991828 @default.
- W2264274964 hasRelatedWork W755134126 @default.
- W2264274964 hasRelatedWork W756563782 @default.
- W2264274964 hasRelatedWork W762673864 @default.
- W2264274964 hasRelatedWork W790754452 @default.
- W2264274964 hasRelatedWork W857861515 @default.
- W2264274964 hasRelatedWork W878636359 @default.
- W2264274964 hasRelatedWork W16635129 @default.
- W2264274964 hasRelatedWork W2907360837 @default.
- W2264274964 isParatext "false" @default.
- W2264274964 isRetracted "false" @default.
- W2264274964 magId "2264274964" @default.
- W2264274964 workType "article" @default.