Mechanical performance of lap scarf joint fastened using wooden dowel subjected to tension loading

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43410%2F18%3A43914499" target="_blank" >RIV/62156489:43410/18:43914499 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68378297:_____/18:00492793

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Mechanical performance of lap scarf joint fastened using wooden dowel subjected to tension loading

Popis výsledku v původním jazyce

This paper studies the mechanical performance of lap scarf joint made of Norway spruce (Picea abies L. Karst) fastened using cylindrical English oak (Quercus robur L.) dowel. Within the study, an experimental approach based on European standards EN 383 and EN 26891 has been used. The experimental approach focused on: (1) determination of the load-slip joints moduli (K) and the dowel load-carrying capacity (Py); (2) assessment of the mechanical behavior of dowels in more detail through experimental investigation, and (3) performing a strain analysis of dowels. The joint dimensions were derived from the nominal dowel diameter d = {12, 16, 20, 24} mm with the same length/diameter ratio equal to 3. The mechanical load was induced in tension parallel and perpendicular to grain directions within the main joint components. Determination of the total joints&apos; displacement and surface strain distribution on the dowels was carried out using the optical technique employing three-dimensional full-field digital image correlation (DIC).

Název v anglickém jazyce

Mechanical performance of lap scarf joint fastened using wooden dowel subjected to tension loading

Popis výsledku anglicky

This paper studies the mechanical performance of lap scarf joint made of Norway spruce (Picea abies L. Karst) fastened using cylindrical English oak (Quercus robur L.) dowel. Within the study, an experimental approach based on European standards EN 383 and EN 26891 has been used. The experimental approach focused on: (1) determination of the load-slip joints moduli (K) and the dowel load-carrying capacity (Py); (2) assessment of the mechanical behavior of dowels in more detail through experimental investigation, and (3) performing a strain analysis of dowels. The joint dimensions were derived from the nominal dowel diameter d = {12, 16, 20, 24} mm with the same length/diameter ratio equal to 3. The mechanical load was induced in tension parallel and perpendicular to grain directions within the main joint components. Determination of the total joints&apos; displacement and surface strain distribution on the dowels was carried out using the optical technique employing three-dimensional full-field digital image correlation (DIC).

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20301 - Mechanical engineering

Projekt

<a href="/cs/project/DG16P02M026" target="_blank" >DG16P02M026: Historické dřevěné konstrukce: typologie, diagnostika a tradiční opracování dřeva</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2018

Kód důvěrnosti údajů

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

Název statě ve sborníku

World Conference on Timber Engineering: Proceedings

ISBN

979-11-6019-235-3

ISSN

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e-ISSN

neuvedeno

Počet stran výsledku

6

Strana od-do

"Nestrankovano"

Název nakladatele

National Institute of Forest Science

Místo vydání

Soul

Místo konání akce

Soul

Datum konání akce

20. 8. 2018

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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