FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4327972627> ?p ?o ?g. }

• W4327972627 endingPage "2426" @default.
• W4327972627 startingPage "2426" @default.
• W4327972627 abstract "To increase the sustainability of prefabricated timber buildings and constructions, composite timber beams with box cross-sections were developed in collaboration with an industry partner. They were constructed from a solid timber frame and from webs made of residual waste wood-particle boards from prefabricated timber buildings production. The developed beams' design concepts presented in this paper were governed by architectural features of prefabricated timber buildings, geometrical limitations, available production technology, and structural demand related to various possible applications. The paper presents the results of experimental bending tests of six variations of the developed composite timber beams constructed by mechanical fasteners only. The developed design concept of composite timber beams without adhesives is beneficial compared to glued beams in terms of design for deconstruction and lower VOC emissions. The tests were conducted to study the influence of the following parameters on the beams' mechanical behavior: (i) web material (oriented strand boards (OSBs) vs. cement-particle boards); (ii) the influence of beam timber frame design (flanges and web stiffeners vs. flanges, web stiffeners, and compressive diagonals), and (iii) the influence of stiffener-flange joint design. Besides the beams' load-bearing capacities, their linear and non-linear stiffness characteristics were the main research interest. While adding compressive timber diagonals did not prove to significantly increase the stiffness of the beams in the case of cement-particle board webs, it increased their load-bearing capacity by enabling the failure of flanges instead of prior webs and stiffener-flange joints failure. For beams with OSB webs, failure of the bottom flange was achieved already with the basic timber frame design, but timber diagonals proved beneficial to increase the stiffness characteristics. Finally, mechanical characteristics of the developed beams needed in structural design for their application are provided together with further development guidelines." @default.
• W4327972627 created "2023-03-21" @default.
• W4327972627 creator A5024634225 @default.
• W4327972627 creator A5026457814 @default.
• W4327972627 creator A5081063219 @default.
• W4327972627 date "2023-03-18" @default.
• W4327972627 modified "2023-10-17" @default.
• W4327972627 title "Composite Beams Made of Waste Wood-Particle Boards, Fastened to Solid Timber Frame by Dowel-Type Fasteners" @default.
• W4327972627 cites W1921659431 @default.
• W4327972627 cites W1984852753 @default.
• W4327972627 cites W1996296099 @default.
• W4327972627 cites W2002571522 @default.
• W4327972627 cites W2067403740 @default.
• W4327972627 cites W2081794664 @default.
• W4327972627 cites W2553908548 @default.
• W4327972627 cites W3002228656 @default.
• W4327972627 cites W3126945032 @default.
• W4327972627 cites W4200045633 @default.
• W4327972627 cites W4214659931 @default.
• W4327972627 cites W748419651 @default.
• W4327972627 doi "https://doi.org/10.3390/ma16062426" @default.
• W4327972627 hasPubMedId "https://pubmed.ncbi.nlm.nih.gov/36984310" @default.
• W4327972627 hasPublicationYear "2023" @default.
• W4327972627 type Work @default.
• W4327972627 citedByCount "0" @default.
• W4327972627 crossrefType "journal-article" @default.
• W4327972627 hasAuthorship W4327972627A5024634225 @default.
• W4327972627 hasAuthorship W4327972627A5026457814 @default.
• W4327972627 hasAuthorship W4327972627A5081063219 @default.
• W4327972627 hasBestOaLocation W43279726271 @default.
• W4327972627 hasConcept C104779481 @default.
• W4327972627 hasConcept C125450124 @default.
• W4327972627 hasConcept C127413603 @default.
• W4327972627 hasConcept C159985019 @default.
• W4327972627 hasConcept C168834538 @default.
• W4327972627 hasConcept C192562407 @default.
• W4327972627 hasConcept C2776266710 @default.
• W4327972627 hasConcept C2778417280 @default.
• W4327972627 hasConcept C2779372316 @default.
• W4327972627 hasConcept C504595227 @default.
• W4327972627 hasConcept C66938386 @default.
• W4327972627 hasConceptScore W4327972627C104779481 @default.
• W4327972627 hasConceptScore W4327972627C125450124 @default.
• W4327972627 hasConceptScore W4327972627C127413603 @default.
• W4327972627 hasConceptScore W4327972627C159985019 @default.
• W4327972627 hasConceptScore W4327972627C168834538 @default.
• W4327972627 hasConceptScore W4327972627C192562407 @default.
• W4327972627 hasConceptScore W4327972627C2776266710 @default.
• W4327972627 hasConceptScore W4327972627C2778417280 @default.
• W4327972627 hasConceptScore W4327972627C2779372316 @default.
• W4327972627 hasConceptScore W4327972627C504595227 @default.
• W4327972627 hasConceptScore W4327972627C66938386 @default.
• W4327972627 hasFunder F4320322554 @default.
• W4327972627 hasFunder F4320323569 @default.
• W4327972627 hasIssue "6" @default.
• W4327972627 hasLocation W43279726271 @default.
• W4327972627 hasLocation W43279726272 @default.
• W4327972627 hasLocation W43279726273 @default.
• W4327972627 hasLocation W43279726274 @default.
• W4327972627 hasLocation W43279726275 @default.
• W4327972627 hasOpenAccess W4327972627 @default.
• W4327972627 hasPrimaryLocation W43279726271 @default.
• W4327972627 hasRelatedWork W1570666556 @default.
• W4327972627 hasRelatedWork W2005496670 @default.
• W4327972627 hasRelatedWork W2014401592 @default.
• W4327972627 hasRelatedWork W2360672152 @default.
• W4327972627 hasRelatedWork W2466144520 @default.
• W4327972627 hasRelatedWork W2573627451 @default.
• W4327972627 hasRelatedWork W2971569017 @default.
• W4327972627 hasRelatedWork W3048672776 @default.
• W4327972627 hasRelatedWork W310892892 @default.
• W4327972627 hasRelatedWork W95839136 @default.
• W4327972627 hasVolume "16" @default.
• W4327972627 isParatext "false" @default.
• W4327972627 isRetracted "false" @default.
• W4327972627 workType "article" @default.