Experimental Analysis of Bonding in Steel Glued into Pine Timber
cris.virtual.author-orcid | 0000-0003-2250-9409 | |
cris.virtual.author-orcid | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
cris.virtual.author-orcid | 0000-0002-5539-1841 | |
cris.virtual.author-orcid | 0000-0001-6197-7825 | |
cris.virtual.author-orcid | 0000-0002-4881-579X | |
cris.virtualsource.author-orcid | b98c0ef6-3321-47c3-afda-17d9752ef504 | |
cris.virtualsource.author-orcid | #PLACEHOLDER_PARENT_METADATA_VALUE# | |
cris.virtualsource.author-orcid | 87e8382f-cc8f-47b2-8f39-361784e40657 | |
cris.virtualsource.author-orcid | b7758df3-1f26-41db-803a-d0c9e2331765 | |
cris.virtualsource.author-orcid | 06c6ca28-0e9e-49db-83ae-a5207d5e6251 | |
dc.abstract.en | 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. | |
dc.affiliation | Wydział Leśny i Technologii Drewna | |
dc.affiliation.institute | Katedra Mechanicznej Technologii Drewna | |
dc.contributor.author | Derkowski, Adam | |
dc.contributor.author | Chuda-Kowalska, Monika | |
dc.contributor.author | Kawalerczyk, Jakub | |
dc.contributor.author | Dziurka, Dorota | |
dc.contributor.author | Mirski, Radosław | |
dc.date.access | 2024-10-02 | |
dc.date.accessioned | 2024-10-02T11:03:23Z | |
dc.date.available | 2024-10-02T11:03:23Z | |
dc.date.copyright | 2024-08-06 | |
dc.date.issued | 2024 | |
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.bibliography | il., bibliogr. | |
dc.description.finance | publication_nocost | |
dc.description.financecost | 0.00 | |
dc.description.if | 3,1 | |
dc.description.number | 16 | |
dc.description.points | 140 | |
dc.description.version | final_published | |
dc.description.volume | 17 | |
dc.identifier.doi | 10.3390/ma17163897 | |
dc.identifier.issn | 1996-1944 | |
dc.identifier.uri | https://sciencerep.up.poznan.pl/handle/item/1757 | |
dc.identifier.weblink | https://www.mdpi.com/1996-1944/17/16/3897 | |
dc.language | en | |
dc.relation.ispartof | Materials | |
dc.relation.pages | art. 3897 | |
dc.rights | CC-BY | |
dc.sciencecloud | send | |
dc.share.type | OPEN_JOURNAL | |
dc.subject.en | reinforce timber | |
dc.subject.en | thermosetting adhesives | |
dc.subject.en | hybrid resin | |
dc.subject.en | strength of adhesive joints | |
dc.title | Experimental Analysis of Bonding in Steel Glued into Pine Timber | |
dc.type | JournalArticle | |
dspace.entity.type | Publication | |
oaire.citation.issue | 16 | |
oaire.citation.volume | 17 |