Behaviour of a dovetail joint solved using force analyses
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00231369" target="_blank" >RIV/68407700:21110/15:00231369 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Behaviour of a dovetail joint solved using force analyses
Original language description
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.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
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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Number of pages
9
Pages from-to
120-128
Publisher name
Wroclaw University of Technology
Place of publication
Wroclaw
Event location
Wroclaw
Event date
Sep 9, 2015
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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