Behaviour of a dovetail joint solved using force analyses

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Behaviour of a dovetail joint solved using force analyses

Popis výsledku v původním jazyce

Dovetail joints are one of the most commonly used joints during Gothic and Baroque periods. Despite being constructed in the same way during the ages, there is no analytical solution available to help its analysis and design so required in reconstructionworks of existing timber structures. An analytical solution based on the principle of virtual works under different types of loading is presented in this paper as well as differences in bearing capacity of the joint for chosen types of loading, when different wood species are used. The accuracy of the presented solution is confirmed by data obtained from experimental tests of scaled models of a dovetail joint.

Název v anglickém jazyce

Behaviour of a dovetail joint solved using force analyses

Popis výsledku anglicky

Dovetail joints are one of the most commonly used joints during Gothic and Baroque periods. Despite being constructed in the same way during the ages, there is no analytical solution available to help its analysis and design so required in reconstructionworks of existing timber structures. An analytical solution based on the principle of virtual works under different types of loading is presented in this paper as well as differences in bearing capacity of the joint for chosen types of loading, when different wood species are used. The accuracy of the presented solution is confirmed by data obtained from experimental tests of scaled models of a dovetail joint.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the International Conference on Structural Health Assessment of Timber Structures, SHATIS 15

ISBN

978-83-7125-255-6

ISSN

0860-2395

e-ISSN

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Počet stran výsledku

9

Strana od-do

120-128

Název nakladatele

Wroclaw University of Technology

Místo vydání

Wroclaw

Místo konání akce

Wroclaw

Datum konání akce

9. 9. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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