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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F13%3APU104624%21RIV14-MSM-26110___
rdf:type
skos:Concept n8:Vysledek
dcterms:description
The material characteristics of wood which is common topic in civil engineering field could be affected by biological degradation and therefore it is usual to apply some protective methods. This paper deals with differences between treated and untreated Spruce and their influence on mechanical parameters, especially at the creep due to an applied bending moment. Treatment of Spruce was based on environmentally friendly supercritical carbon dioxide technology. The deflection of wooden beams has been recorded for a week period, in both bending and shearing type. The creep load was determined by 30 % of a found failure of different types of the samples. The study has shown that the treated Spruce had a higher failure load, probably as a result of a higher density, but the creep properties were found to be more or less the same for treated and untreated Spruce. The material characteristics of wood which is common topic in civil engineering field could be affected by biological degradation and therefore it is usual to apply some protective methods. This paper deals with differences between treated and untreated Spruce and their influence on mechanical parameters, especially at the creep due to an applied bending moment. Treatment of Spruce was based on environmentally friendly supercritical carbon dioxide technology. The deflection of wooden beams has been recorded for a week period, in both bending and shearing type. The creep load was determined by 30 % of a found failure of different types of the samples. The study has shown that the treated Spruce had a higher failure load, probably as a result of a higher density, but the creep properties were found to be more or less the same for treated and untreated Spruce.
dcterms:title
Analysis of Long Term Bending and Shear Test of Treated and Untreated Spruce Analysis of Long Term Bending and Shear Test of Treated and Untreated Spruce
skos:prefLabel
Analysis of Long Term Bending and Shear Test of Treated and Untreated Spruce Analysis of Long Term Bending and Shear Test of Treated and Untreated Spruce
skos:notation
RIV/00216305:26110/13:PU104624!RIV14-MSM-26110___
n8:predkladatel
n9:orjk%3A26110
n3:aktivita
n17:S
n3:aktivity
S
n3:cisloPeriodika
1
n3:dodaniDat
n14:2014
n3:domaciTvurceVysledku
n4:4945867 n4:3598853 n4:2564149 n4:3093859 n4:9703764
n3:druhVysledku
n18:J
n3:duvernostUdaju
n13:S
n3:entitaPredkladatele
n11:predkladatel
n3:idSjednocenehoVysledku
60576
n3:idVysledku
RIV/00216305:26110/13:PU104624
n3:jazykVysledku
n7:eng
n3:klicovaSlova
Long therm bendind test, shear test, treated Spruce, untreated Spruce.
n3:klicoveSlovo
n6:untreated%20Spruce. n6:treated%20Spruce n6:Long%20therm%20bendind%20test n6:shear%20test
n3:kodStatuVydavatele
TR - Turecká republika
n3:kontrolniKodProRIV
[0BC2FA425F8C]
n3:nazevZdroje
Global Journal on Advances Pure and Applied Sciences
n3:obor
n16:JN
n3:pocetDomacichTvurcuVysledku
5
n3:pocetTvurcuVysledku
5
n3:rokUplatneniVysledku
n14:2013
n3:svazekPeriodika
2013
n3:tvurceVysledku
Vahalová, Eva Novotný, Miloslav Hlavsa, Petr Škramlik, Jan Šuhajda, Karel
s:issn
2301-2706
s:numberOfPages
7
n12:organizacniJednotka
26110