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VAHALOVÁ, E. HLAVSA, P. ŠUHAJDA, K. NOVOTNÝ, M. ŠKRAMLIK, J.
Original Title
Analysis of Long Term Bending and Shear Test of Treated and Untreated Spruce
Type
journal article - other
Language
English
Original Abstract
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.
Keywords
Long therm bendind test, shear test, treated Spruce, untreated Spruce.
Authors
VAHALOVÁ, E.; HLAVSA, P.; ŠUHAJDA, K.; NOVOTNÝ, M.; ŠKRAMLIK, J.
RIV year
2013
Released
24. 4. 2013
Publisher
Academic World Education & Research Center
Location
Turecko
ISBN
2301-2706
Periodical
Global Journal on Advances Pure and Applied Sciences
Year of study
Number
1
State
Republic of Turkey
Pages from
516
Pages to
522
Pages count
7
BibTex
@article{BUT100998, author="Eva {Vahalová} and Petr {Hlavsa} and Karel {Šuhajda} and Miloslav {Novotný} and Jan {Škramlik}", title="Analysis of Long Term Bending and Shear Test of Treated and Untreated Spruce", journal="Global Journal on Advances Pure and Applied Sciences", year="2013", volume="2013", number="1", pages="516--522", issn="2301-2706" }