Matches in SemOpenAlex for { <https://semopenalex.org/work/W4200365234> ?p ?o ?g. }
Showing items 1 to 78 of
78
with 100 items per page.
- W4200365234 endingPage "108804" @default.
- W4200365234 startingPage "108804" @default.
- W4200365234 abstract "Aluminium lipped channel (ALC) beams in the construction industry are becoming more popular due to their unique mechanical characteristics of durability and high strength-to-weight ratio. However, the elastic modulus of aluminium is only one third that of steel. Hence the ALC beams can buckle easily under shear, web crippling and bending actions. In the past, the structural behaviour of ALC beams under shear, web crippling and bending actions was investigated in isolation. For practical applications, however, the structural behaviour of ALC beams under combined actions should be investigated so that rational design rules can be developed. Recently, a research study was conducted at Griffith University to investigate the structural behaviour and design of ALC beams subjected to combined bending and shear actions. In the current study, an experimental program was conducted focussing on the structural behaviour and design of ALC beams subjected to combined bending and web crippling actions. Specifically, a series of tests was performed at Griffith University using ALC beams to investigate the behaviour and strengths of such sections subjected to combined bending and web crippling under unfastened interior one flange (IOF) loading conditions. Different interaction factors were selected to study the interaction levels of the bending moment and web crippling strengths of ALC beams. The length of ALC specimens in combined actions is non-dimensionalised based on the ultimate capacities of such beams subjected to pure bending and pure web crippling. The results from the combined bending and web crippling tests were then compared with the current design rules of AS/NZS 4600, AISI S100, and Eurocode 3 Part 1.3 based on the linear interaction equations, to verify their accuracy in predicting the capacities of ALC beams under combined bending and web crippling actions." @default.
- W4200365234 created "2021-12-31" @default.
- W4200365234 creator A5011446624 @default.
- W4200365234 creator A5038811636 @default.
- W4200365234 creator A5056093953 @default.
- W4200365234 creator A5078230727 @default.
- W4200365234 creator A5090071993 @default.
- W4200365234 date "2022-02-01" @default.
- W4200365234 modified "2023-10-02" @default.
- W4200365234 title "Experimental investigation of roll-formed aluminium lipped channel beams subjected to combined bending and web crippling" @default.
- W4200365234 cites W2053108777 @default.
- W4200365234 cites W2072958104 @default.
- W4200365234 cites W2091189838 @default.
- W4200365234 cites W2156234296 @default.
- W4200365234 cites W2931013373 @default.
- W4200365234 cites W2943873924 @default.
- W4200365234 cites W2952659315 @default.
- W4200365234 cites W2966831813 @default.
- W4200365234 cites W2995994203 @default.
- W4200365234 cites W3002070881 @default.
- W4200365234 cites W3017950388 @default.
- W4200365234 cites W3026616182 @default.
- W4200365234 cites W3045230012 @default.
- W4200365234 cites W3087922101 @default.
- W4200365234 cites W3156645337 @default.
- W4200365234 cites W3169434133 @default.
- W4200365234 doi "https://doi.org/10.1016/j.tws.2021.108804" @default.
- W4200365234 hasPublicationYear "2022" @default.
- W4200365234 type Work @default.
- W4200365234 citedByCount "2" @default.
- W4200365234 countsByYear W42003652342023 @default.
- W4200365234 crossrefType "journal-article" @default.
- W4200365234 hasAuthorship W4200365234A5011446624 @default.
- W4200365234 hasAuthorship W4200365234A5038811636 @default.
- W4200365234 hasAuthorship W4200365234A5056093953 @default.
- W4200365234 hasAuthorship W4200365234A5078230727 @default.
- W4200365234 hasAuthorship W4200365234A5090071993 @default.
- W4200365234 hasConcept C127413603 @default.
- W4200365234 hasConcept C159985019 @default.
- W4200365234 hasConcept C168834538 @default.
- W4200365234 hasConcept C178405089 @default.
- W4200365234 hasConcept C192562407 @default.
- W4200365234 hasConcept C2778374714 @default.
- W4200365234 hasConcept C2778417280 @default.
- W4200365234 hasConcept C2779372316 @default.
- W4200365234 hasConcept C66938386 @default.
- W4200365234 hasConcept C87210426 @default.
- W4200365234 hasConcept C96035792 @default.
- W4200365234 hasConceptScore W4200365234C127413603 @default.
- W4200365234 hasConceptScore W4200365234C159985019 @default.
- W4200365234 hasConceptScore W4200365234C168834538 @default.
- W4200365234 hasConceptScore W4200365234C178405089 @default.
- W4200365234 hasConceptScore W4200365234C192562407 @default.
- W4200365234 hasConceptScore W4200365234C2778374714 @default.
- W4200365234 hasConceptScore W4200365234C2778417280 @default.
- W4200365234 hasConceptScore W4200365234C2779372316 @default.
- W4200365234 hasConceptScore W4200365234C66938386 @default.
- W4200365234 hasConceptScore W4200365234C87210426 @default.
- W4200365234 hasConceptScore W4200365234C96035792 @default.
- W4200365234 hasLocation W42003652341 @default.
- W4200365234 hasOpenAccess W4200365234 @default.
- W4200365234 hasPrimaryLocation W42003652341 @default.
- W4200365234 hasRelatedWork W1970803871 @default.
- W4200365234 hasRelatedWork W2019929461 @default.
- W4200365234 hasRelatedWork W2025687592 @default.
- W4200365234 hasRelatedWork W2045023016 @default.
- W4200365234 hasRelatedWork W2061236012 @default.
- W4200365234 hasRelatedWork W2355535078 @default.
- W4200365234 hasRelatedWork W2360672152 @default.
- W4200365234 hasRelatedWork W2789571739 @default.
- W4200365234 hasRelatedWork W2944045227 @default.
- W4200365234 hasRelatedWork W4232858424 @default.
- W4200365234 hasVolume "171" @default.
- W4200365234 isParatext "false" @default.
- W4200365234 isRetracted "false" @default.
- W4200365234 workType "article" @default.