Experimental Analysis of Bonding in Steel Glued into Pine Timber

cris.virtual.author-orcid0000-0003-2250-9409
cris.virtual.author-orcid#PLACEHOLDER_PARENT_METADATA_VALUE#
cris.virtual.author-orcid0000-0002-5539-1841
cris.virtual.author-orcid0000-0001-6197-7825
cris.virtual.author-orcid0000-0002-4881-579X
cris.virtualsource.author-orcidb98c0ef6-3321-47c3-afda-17d9752ef504
cris.virtualsource.author-orcid#PLACEHOLDER_PARENT_METADATA_VALUE#
cris.virtualsource.author-orcid87e8382f-cc8f-47b2-8f39-361784e40657
cris.virtualsource.author-orcidb7758df3-1f26-41db-803a-d0c9e2331765
cris.virtualsource.author-orcid06c6ca28-0e9e-49db-83ae-a5207d5e6251
dc.abstract.enCombining steel with wood has been practised for many years. The issue is related to two main areas, i.e., bonding steel elements with wood so that they serve as connectors facilitating the assembly of wood elements and bonding steel elements to wood beams to improve their load-bearing capacity. In the first case, the adhesives used may be relatively expensive and more difficult to apply, whereas in the second one, especially when steel elements are glued inside the glulam (GL) beams, it is better if the adhesives used are more accessible to apply and cheaper. As it seems rational to reinforce wood with high-modulus ties, research has been carried out to compare the connection quality of commercially available adhesives that can be used for this purpose. Moreover, thermosetting adhesives have been applied as an alternative and cheaper solution. Thermostat adhesives also have a high pH of the bond, which prevents the steel from rusting. The research shows that the load-bearing capacity of the bond depends on whether the bars are ribbed or sheet metal. Moreover, among thermosetting adhesives, the most favourable load-bearing values were obtained using a mixture of PF/pMDI (phenol formaldehyde resin/polymeric diphenylmethane diisocyanate) and powder from recycled tyres. The shear strength of these joints was 1.63 N/mm2 and 3.14 N/mm2 for flat specimens and specimens with ribbed bars, respectively.
dc.affiliationWydział Leśny i Technologii Drewna
dc.affiliation.instituteKatedra Mechanicznej Technologii Drewna
dc.contributor.authorDerkowski, Adam
dc.contributor.authorChuda-Kowalska, Monika
dc.contributor.authorKawalerczyk, Jakub
dc.contributor.authorDziurka, Dorota
dc.contributor.authorMirski, Radosław
dc.date.access2024-10-02
dc.date.accessioned2024-10-02T11:03:23Z
dc.date.available2024-10-02T11:03:23Z
dc.date.copyright2024-08-06
dc.date.issued2024
dc.description.abstract<jats:p>Combining steel with wood has been practised for many years. The issue is related to two main areas, i.e., bonding steel elements with wood so that they serve as connectors facilitating the assembly of wood elements and bonding steel elements to wood beams to improve their load-bearing capacity. In the first case, the adhesives used may be relatively expensive and more difficult to apply, whereas in the second one, especially when steel elements are glued inside the glulam (GL) beams, it is better if the adhesives used are more accessible to apply and cheaper. As it seems rational to reinforce wood with high-modulus ties, research has been carried out to compare the connection quality of commercially available adhesives that can be used for this purpose. Moreover, thermosetting adhesives have been applied as an alternative and cheaper solution. Thermostat adhesives also have a high pH of the bond, which prevents the steel from rusting. The research shows that the load-bearing capacity of the bond depends on whether the bars are ribbed or sheet metal. Moreover, among thermosetting adhesives, the most favourable load-bearing values were obtained using a mixture of PF/pMDI (phenol formaldehyde resin/polymeric diphenylmethane diisocyanate) and powder from recycled tyres. The shear strength of these joints was 1.63 N/mm2 and 3.14 N/mm2 for flat specimens and specimens with ribbed bars, respectively.</jats:p>
dc.description.bibliographyil., bibliogr.
dc.description.financepublication_nocost
dc.description.financecost0.00
dc.description.if3,1
dc.description.number16
dc.description.points140
dc.description.versionfinal_published
dc.description.volume17
dc.identifier.doi10.3390/ma17163897
dc.identifier.issn1996-1944
dc.identifier.urihttps://sciencerep.up.poznan.pl/handle/item/1757
dc.identifier.weblinkhttps://www.mdpi.com/1996-1944/17/16/3897
dc.languageen
dc.relation.ispartofMaterials
dc.relation.pagesart. 3897
dc.rightsCC-BY
dc.sciencecloudsend
dc.share.typeOPEN_JOURNAL
dc.subject.enreinforce timber
dc.subject.enthermosetting adhesives
dc.subject.enhybrid resin
dc.subject.enstrength of adhesive joints
dc.titleExperimental Analysis of Bonding in Steel Glued into Pine Timber
dc.typeJournalArticle
dspace.entity.typePublication
oaire.citation.issue16
oaire.citation.volume17