Influence of densification on bending strength of beech wood

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F60460709%3A41320%2F15%3A67086" target="_blank" >RIV/60460709:41320/15:67086 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Influence of densification on bending strength of beech wood

Original language description

This paper reports the influence of densification and cyclic loading on bending strength of beech (Fagus sylvatica L.). There are many studies dealing with the bending strength of native wood but densified wood is much less explored. Beech wood was loaded by three different numbers of cycles (1 000, 2 000, and 3 000 cycles). Bending strength values of cyclically loaded densified wood were compared with cyclically non-loaded wood. The densified wood had, in average, bending strength values higher by 5.7% than the non-densified wood. However, the number of cycles did not influence the bending strength unambiguously and essentially.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JJ - Other materials

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2015

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

Wood Research

ISSN

1336-4561

e-ISSN

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Volume of the periodical

60

Issue of the periodical within the volume

2

Country of publishing house

SK - SLOVAKIA

Number of pages

8

Pages from-to

211-218

UT code for WoS article

000351941000121

EID of the result in the Scopus database

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