Round Timber Joints

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00182770" target="_blank" >RIV/68407700:21110/11:00182770 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Styčníky kulatin

Original language description

Currently, in building industry is growing interest in using of round timber for load-bearing structures. The use of round timber as a load-bearing element leads to major savings in material in comparison to the use of sawn timber. Mechanical propertiesof round timber are different from sawn timber . Knowledge about the behaviour of round timber is not sufficient yet. The European standards for the design of timber structures (Eurocode 5) are not included specific rules for the assessment of round timber and in particular their joints. The project aims to investigation of behaviour of specific round timber joints by means of experimental program and analytical models of selected joints. It will be also supplemented by a numerical model whose behaviourwill be calibrated on the base of the experiments. The result will be a description of the behaviour of joints derived from the models based on the method of components.

Czech name

Styčníky kulatin

Czech description

Currently, in building industry is growing interest in using of round timber for load-bearing structures. The use of round timber as a load-bearing element leads to major savings in material in comparison to the use of sawn timber. Mechanical propertiesof round timber are different from sawn timber . Knowledge about the behaviour of round timber is not sufficient yet. The European standards for the design of timber structures (Eurocode 5) are not included specific rules for the assessment of round timber and in particular their joints. The project aims to investigation of behaviour of specific round timber joints by means of experimental program and analytical models of selected joints. It will be also supplemented by a numerical model whose behaviourwill be calibrated on the base of the experiments. The result will be a description of the behaviour of joints derived from the models based on the method of components.

Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

<a href="/en/project/GD103%2F08%2FH066" target="_blank" >GD103/08/H066: Theory of Mixed Building Techniologies</a><br>

Continuities

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

Publication year

2011

Confidentiality

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

Article name in the collection

Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí

ISBN

978-80-01-04849-8

ISSN

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e-ISSN

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Number of pages

2

Pages from-to

23-24

Publisher name

ČVUT, Fakulta stavební, Katedra ocelových a dřevěných konstrukcí

Place of publication

Praha

Event location

Praha

Event date

Mar 23, 2011

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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