FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2891932396> ?p ?o ?g. }

• W2891932396 endingPage "28" @default.
• W2891932396 startingPage "13" @default.
• W2891932396 abstract "In this paper, a Finite-Element (FE) numerical investigation on timber-to-timber joints and composite beams with inclined self-tapping screws (STSs) is presented. Based on past experimental data and numerical literature efforts, full 3D solid FE models of selected geometrical and mechanical configurations of technical interest are implemented in ABAQUS software package and analysed under static loading conditions. The typical push-out samples include GL24h timber members with several types (WT-T-8.2, 190 mm and 220 mm their length), layouts (2 + 2, 4 + 4, 2 + 2 X-shaped) and inclination of screws (up to ±45°). For the full-scale beam samples in bending (8 m their span), composite systems consisting of GL24h timber beam, wooden plank, spruce floorboards and STSs are investigated. There, the STS joints take the form of two-rows or X-shaped connections, respectively (45° or 90° their inclination), including four screw types and different spacing. In both the push-out and full-scale cases, simple modelling approaches are taken from the ABAQUS library and adapted to the timber-to-timber structural system under investigation, so as to explore their structural performance in the elastic and post-damage phases, up to failure. A key role in the typical FE models is assigned to input material properties and mechanical contacts, including damage constitutive laws so as to reproduce possible local failure phenomena in the timber or steel components, as well as cohesive damage interactions for the joints. The presented FE models are calibrated in accordance with past research studies, and validated – for the examined structural typology – against experimental results available in literature. Comparative calculations are hence presented, based on the collected numerical, experimental and analytical estimations for the selected samples. As shown, the examined modelling approach can reasonably capture the expected performance of timber-to-timber joints and composite systems." @default.
• W2891932396 created "2018-09-27" @default.
• W2891932396 creator A5029754049 @default.
• W2891932396 creator A5030272992 @default.
• W2891932396 date "2019-01-01" @default.
• W2891932396 modified "2023-10-03" @default.
• W2891932396 title "Numerical analysis of timber-to-timber joints and composite beams with inclined self-tapping screws" @default.
• W2891932396 cites W1000495854 @default.
• W2891932396 cites W108333161 @default.
• W2891932396 cites W156048428 @default.
• W2891932396 cites W1581446950 @default.
• W2891932396 cites W1789015432 @default.
• W2891932396 cites W1965401901 @default.
• W2891932396 cites W1965635441 @default.
• W2891932396 cites W1967223096 @default.
• W2891932396 cites W1984852753 @default.
• W2891932396 cites W1996975165 @default.
• W2891932396 cites W2010335519 @default.
• W2891932396 cites W2011008373 @default.
• W2891932396 cites W2018556311 @default.
• W2891932396 cites W2031678886 @default.
• W2891932396 cites W2036962965 @default.
• W2891932396 cites W2044228707 @default.
• W2891932396 cites W2053914316 @default.
• W2891932396 cites W2055871673 @default.
• W2891932396 cites W2056914733 @default.
• W2891932396 cites W2062084849 @default.
• W2891932396 cites W2079357033 @default.
• W2891932396 cites W2085222412 @default.
• W2891932396 cites W2094545004 @default.
• W2891932396 cites W2115308134 @default.
• W2891932396 cites W2214260353 @default.
• W2891932396 cites W2253808377 @default.
• W2891932396 cites W2496154342 @default.
• W2891932396 cites W2508608760 @default.
• W2891932396 cites W2586076609 @default.
• W2891932396 cites W2588878023 @default.
• W2891932396 cites W2608828445 @default.
• W2891932396 cites W2614918376 @default.
• W2891932396 cites W2787948238 @default.
• W2891932396 cites W2790618714 @default.
• W2891932396 cites W2802422379 @default.
• W2891932396 cites W344268010 @default.
• W2891932396 cites W388834995 @default.
• W2891932396 doi "https://doi.org/10.1016/j.compstruct.2018.09.008" @default.
• W2891932396 hasPublicationYear "2019" @default.
• W2891932396 type Work @default.
• W2891932396 sameAs 2891932396 @default.
• W2891932396 citedByCount "52" @default.
• W2891932396 countsByYear W28919323962019 @default.
• W2891932396 countsByYear W28919323962020 @default.
• W2891932396 countsByYear W28919323962021 @default.
• W2891932396 countsByYear W28919323962022 @default.
• W2891932396 countsByYear W28919323962023 @default.
• W2891932396 crossrefType "journal-article" @default.
• W2891932396 hasAuthorship W2891932396A5029754049 @default.
• W2891932396 hasAuthorship W2891932396A5030272992 @default.
• W2891932396 hasBestOaLocation W28919323962 @default.
• W2891932396 hasConcept C104779481 @default.
• W2891932396 hasConcept C127413603 @default.
• W2891932396 hasConcept C135628077 @default.
• W2891932396 hasConcept C159985019 @default.
• W2891932396 hasConcept C168834538 @default.
• W2891932396 hasConcept C192562407 @default.
• W2891932396 hasConcept C2778753569 @default.
• W2891932396 hasConcept C66938386 @default.
• W2891932396 hasConcept C87210426 @default.
• W2891932396 hasConceptScore W2891932396C104779481 @default.
• W2891932396 hasConceptScore W2891932396C127413603 @default.
• W2891932396 hasConceptScore W2891932396C135628077 @default.
• W2891932396 hasConceptScore W2891932396C159985019 @default.
• W2891932396 hasConceptScore W2891932396C168834538 @default.
• W2891932396 hasConceptScore W2891932396C192562407 @default.
• W2891932396 hasConceptScore W2891932396C2778753569 @default.
• W2891932396 hasConceptScore W2891932396C66938386 @default.
• W2891932396 hasConceptScore W2891932396C87210426 @default.
• W2891932396 hasLocation W28919323961 @default.
• W2891932396 hasLocation W28919323962 @default.
• W2891932396 hasOpenAccess W2891932396 @default.
• W2891932396 hasPrimaryLocation W28919323961 @default.
• W2891932396 hasRelatedWork W2351837897 @default.
• W2891932396 hasRelatedWork W2353516228 @default.
• W2891932396 hasRelatedWork W2362478917 @default.
• W2891932396 hasRelatedWork W2368980181 @default.
• W2891932396 hasRelatedWork W2372548342 @default.
• W2891932396 hasRelatedWork W2377299467 @default.
• W2891932396 hasRelatedWork W2381670429 @default.
• W2891932396 hasRelatedWork W2382095082 @default.
• W2891932396 hasRelatedWork W2391003303 @default.
• W2891932396 hasRelatedWork W57987679 @default.
• W2891932396 hasVolume "207" @default.
• W2891932396 isParatext "false" @default.
• W2891932396 isRetracted "false" @default.
• W2891932396 magId "2891932396" @default.
• W2891932396 workType "article" @default.