Nonlinear Analysis and Numerical Modelling of Timber Semi-Rigid Connection

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F23%3A10254276" target="_blank" >RIV/61989100:27120/23:10254276 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.scopus.com/record/display.uri?eid=2-s2.0-85180606934&origin=resultslist" target="_blank" >https://www.scopus.com/record/display.uri?eid=2-s2.0-85180606934&origin=resultslist</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1063/5.0184346" target="_blank" >10.1063/5.0184346</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Nonlinear Analysis and Numerical Modelling of Timber Semi-Rigid Connection

Popis výsledku v původním jazyce

The paper deals with the determination of the rotational stiffness of a timber semi-rigid joint. The rotational stiffness was calculated on the basis of the currently valid standard, experimental test and numerical model. The connection was made of a standard combination of bolts and dowels, which consisted of 10 pieces of fasteners with a diameter of 8 mm. The elements of the connection consisted of facades and two struts with a cross-section of 100x300 mm. The connection was then statically repeatedly loaded and relieved. The loading took place up to the level of the ultimate limit state and the unloading up to 10% of the maximum value. In order to determine the actual mechanical properties of timber and fasteners, partial tests were performed for the needs of numerical modelling.

Název v anglickém jazyce

Nonlinear Analysis and Numerical Modelling of Timber Semi-Rigid Connection

Popis výsledku anglicky

The paper deals with the determination of the rotational stiffness of a timber semi-rigid joint. The rotational stiffness was calculated on the basis of the currently valid standard, experimental test and numerical model. The connection was made of a standard combination of bolts and dowels, which consisted of 10 pieces of fasteners with a diameter of 8 mm. The elements of the connection consisted of facades and two struts with a cross-section of 100x300 mm. The connection was then statically repeatedly loaded and relieved. The loading took place up to the level of the ultimate limit state and the unloading up to 10% of the maximum value. In order to determine the actual mechanical properties of timber and fasteners, partial tests were performed for the needs of numerical modelling.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20100 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2023

Kód důvěrnosti údajů

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

Název statě ve sborníku

AIP Conference Proceedings. Volume 2950

ISBN

978-0-7354-4761-5

ISSN

0094-243X

e-ISSN

1551-7616

Počet stran výsledku

6

Strana od-do

1-6

Název nakladatele

AIP Publishing

Místo vydání

Melville

Místo konání akce

Vysoké Tatry

Datum konání akce

12. 10. 2022

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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