Experimental research on load bearing capacity of adhesively jointed beech timber lamellas

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU135028" target="_blank" >RIV/00216305:26110/19:PU135028 - isvavai.cz</a>

Výsledek na webu

<a href="http://webu3.vgtu.lt/uni/stf/mbmst/MBMST2019proceedings.pdf" target="_blank" >http://webu3.vgtu.lt/uni/stf/mbmst/MBMST2019proceedings.pdf</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.3846/mbmst.2019.146" target="_blank" >10.3846/mbmst.2019.146</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Experimental research on load bearing capacity of adhesively jointed beech timber lamellas

Popis výsledku v původním jazyce

The aim of this work was to verify behavior of a beech timber finger-joint in local conditions in the Central Europe. The samples were produced with a glued joint with the finger length of 23 mm according to standard CSN EN 14 080. Commonly used polyurethane adhesive for production of engineered wood products in the Czech Republic was used. The samples were loaded by destructive four-point bending tests according to standard CSN EN 408, and the achieved bending strength was statistically evaluated and compared with results of non-glued samples. The results showed that bending strength of lamellas with a finger-joint reached about 65 % of the strength of samples without a joint, and the failure of lamellas occured in most cases at the joint.

Název v anglickém jazyce

Experimental research on load bearing capacity of adhesively jointed beech timber lamellas

Popis výsledku anglicky

The aim of this work was to verify behavior of a beech timber finger-joint in local conditions in the Central Europe. The samples were produced with a glued joint with the finger length of 23 mm according to standard CSN EN 14 080. Commonly used polyurethane adhesive for production of engineered wood products in the Czech Republic was used. The samples were loaded by destructive four-point bending tests according to standard CSN EN 408, and the achieved bending strength was statistically evaluated and compared with results of non-glued samples. The results showed that bending strength of lamellas with a finger-joint reached about 65 % of the strength of samples without a joint, and the failure of lamellas occured in most cases at the joint.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

The 13th International Conference MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES MBMST 2019 SELECTED PAPERS

ISBN

978-609-476-197-3

ISSN

—

e-ISSN

—

Počet stran výsledku

5

Strana od-do

497-501

Název nakladatele

Vilnius Gediminas Technical University

Místo vydání

Vilnius, Lithuania

Místo konání akce

Vilnius

Datum konání akce

16. 5. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000661870600072