Matches in SemOpenAlex for { <https://semopenalex.org/work/W2793050704> ?p ?o ?g. }
Showing items 1 to 66 of
66
with 100 items per page.
- W2793050704 abstract "Abstract Timber is an extremely versatile and relatively inexpensive natural material. It is widely used in the construction of timber structures in Australia. An interesting feature is that girders used in these structures are often round in profile. Round timber girders are usually notched at both ends. Notching (or sniping) of the timber girders at the end support areas is required for seating purposes and to create levelness in the top of the structure. Notching reduces the strength of the girder in the vicinity of the connection due to a concentration of high shear and cross-grain tensile stress at the re-entrant corner. Extensive literature has been published on the design and behaviour of notched rectangular sections, but there is a dearth regarding round sections. Very little research has been undertaken with regard to the behaviour of, and design procedures for, notched round timber sections. The techniques available for design rely on research relating to rectangular sections with area properties from truncated round sections substituted into the equation. Another common assumption in design is that the profile of shear stress parallel to the grain is parabolic. This is not the case, as finite element analysis simulations show high concentrations of both tension perpendicular to the grain and shear stress parallel to the grain occur at the notch corner. Currently asset managers and engineers must rely on patchy and often anecdotal assumptions when considering sniped timber girders. Due to the current lack of knowledge and the state of liability laws, some timber girders are removed from service long before any issues arise. This deficiency in understanding leads to unnecessary and expensive intervention that should not be occurring as timber, if maintained, should last hundreds of years." @default.
- W2793050704 created "2018-03-29" @default.
- W2793050704 creator A5003554291 @default.
- W2793050704 creator A5021243117 @default.
- W2793050704 creator A5088943731 @default.
- W2793050704 date "2018-07-01" @default.
- W2793050704 modified "2023-10-12" @default.
- W2793050704 title "Review of design methods for round notched timber sections subjected to flexure and shear" @default.
- W2793050704 cites W1506338667 @default.
- W2793050704 cites W1596818965 @default.
- W2793050704 cites W1982231237 @default.
- W2793050704 cites W2035756764 @default.
- W2793050704 cites W249039331 @default.
- W2793050704 cites W2904818007 @default.
- W2793050704 cites W748419651 @default.
- W2793050704 doi "https://doi.org/10.1016/j.jobe.2018.03.002" @default.
- W2793050704 hasPublicationYear "2018" @default.
- W2793050704 type Work @default.
- W2793050704 sameAs 2793050704 @default.
- W2793050704 citedByCount "7" @default.
- W2793050704 countsByYear W27930507042018 @default.
- W2793050704 countsByYear W27930507042019 @default.
- W2793050704 countsByYear W27930507042020 @default.
- W2793050704 countsByYear W27930507042021 @default.
- W2793050704 countsByYear W27930507042023 @default.
- W2793050704 crossrefType "journal-article" @default.
- W2793050704 hasAuthorship W2793050704A5003554291 @default.
- W2793050704 hasAuthorship W2793050704A5021243117 @default.
- W2793050704 hasAuthorship W2793050704A5088943731 @default.
- W2793050704 hasConcept C112950240 @default.
- W2793050704 hasConcept C127413603 @default.
- W2793050704 hasConcept C135628077 @default.
- W2793050704 hasConcept C159985019 @default.
- W2793050704 hasConcept C169961218 @default.
- W2793050704 hasConcept C192562407 @default.
- W2793050704 hasConcept C196316656 @default.
- W2793050704 hasConcept C66938386 @default.
- W2793050704 hasConcept C78519656 @default.
- W2793050704 hasConcept C96035792 @default.
- W2793050704 hasConceptScore W2793050704C112950240 @default.
- W2793050704 hasConceptScore W2793050704C127413603 @default.
- W2793050704 hasConceptScore W2793050704C135628077 @default.
- W2793050704 hasConceptScore W2793050704C159985019 @default.
- W2793050704 hasConceptScore W2793050704C169961218 @default.
- W2793050704 hasConceptScore W2793050704C192562407 @default.
- W2793050704 hasConceptScore W2793050704C196316656 @default.
- W2793050704 hasConceptScore W2793050704C66938386 @default.
- W2793050704 hasConceptScore W2793050704C78519656 @default.
- W2793050704 hasConceptScore W2793050704C96035792 @default.
- W2793050704 hasLocation W27930507041 @default.
- W2793050704 hasOpenAccess W2793050704 @default.
- W2793050704 hasPrimaryLocation W27930507041 @default.
- W2793050704 hasRelatedWork W2089101691 @default.
- W2793050704 hasRelatedWork W2347244520 @default.
- W2793050704 hasRelatedWork W2362478917 @default.
- W2793050704 hasRelatedWork W2376015066 @default.
- W2793050704 hasRelatedWork W2377299467 @default.
- W2793050704 hasRelatedWork W2381029614 @default.
- W2793050704 hasRelatedWork W2382095082 @default.
- W2793050704 hasRelatedWork W2394141849 @default.
- W2793050704 hasRelatedWork W2968525344 @default.
- W2793050704 hasRelatedWork W599502729 @default.
- W2793050704 isParatext "false" @default.
- W2793050704 isRetracted "false" @default.
- W2793050704 magId "2793050704" @default.
- W2793050704 workType "article" @default.