Vis enkel innførsel

dc.contributor.authorMelichar, Tomáš
dc.contributor.authorDufka, Amos
dc.contributor.authorDvořák, Karel
dc.contributor.authorBayer, Patrik
dc.contributor.authorVasas, Silvestr
dc.contributor.authorNovakova, Iveta
dc.contributor.authorSchwarzova, Ivana
dc.contributor.authorBydžovský, Jiří
dc.date.accessioned2025-01-20T12:37:36Z
dc.date.available2025-01-20T12:37:36Z
dc.date.issued2024-12-23
dc.description.abstractLimestone (LS) and stabilised secondary spruce chips (SCs) utilisation in wood–cement composites is still an unexplored area. Therefore, the main objective of the research presented here is the assessment of the long-term behaviour of cement-bonded particleboards (CBPs) modified by LS and SCs. Cement (CE) was replaced by 10% of LS, and spruce chips by 7% of SCs. The test specimens were stored in a laboratory and exterior environment (Middle Europe) for up to 2 years. The density, strength, and modulus of elasticity were evaluated after 28 days, and then in 6-month periods. The hygroscopicity was analysed separately. The mineralogical composition and microstructure were analysed due to possible LS participation during hydration. SC synergic behaviour in CBPs was also studied. After 2 years, the microstructure of the CBP was more compact, and denser. Strong carbonatation contributes to the improvement of CBP properties. The products of carbonatation were present in both the matrix and wood chips. The hydration of the matrix was almost finished. LS has a positive effect on the matrix microstructure development. LS acts both as an active component participating in the formation of the cement matrix structure and as an inert microfiller, synergic with hydration products. SCs have a positive effect on the hygroscopic behaviour of CBPs and slightly negative effect on the tensile strength.en_US
dc.identifier.citationMelichar, Dufka, Dvořák, Bayer, Vasas, Novakova, Schwarzova, Bydžovský. Durability of Wood–Cement Composites with Modified Composition by Limestone and Stabilised Spruce Chips. Materials. 2024;17(24)en_US
dc.identifier.cristinIDFRIDAID 2342379
dc.identifier.doi10.3390/ma17246300
dc.identifier.issn1996-1944
dc.identifier.urihttps://hdl.handle.net/10037/36232
dc.language.isoengen_US
dc.publisherMDPIen_US
dc.relation.journalMaterials
dc.rights.accessRightsopenAccessen_US
dc.rights.holderCopyright 2024 The Author(s)en_US
dc.rights.urihttps://creativecommons.org/licenses/by/4.0en_US
dc.rightsAttribution 4.0 International (CC BY 4.0)en_US
dc.titleDurability of Wood–Cement Composites with Modified Composition by Limestone and Stabilised Spruce Chipsen_US
dc.type.versionpublishedVersionen_US
dc.typeJournal articleen_US
dc.typeTidsskriftartikkelen_US
dc.typePeer revieweden_US


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel

Attribution 4.0 International (CC BY 4.0)
Med mindre det står noe annet, er denne innførselens lisens beskrevet som Attribution 4.0 International (CC BY 4.0)