Analysis of behavior and carrying capacity of glued timber-timber joints loaded with bending moment

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F16%3A86099205" target="_blank" >RIV/61989100:27120/16:86099205 - isvavai.cz</a>
Alternative codes found
RIV/61989100:27120/17:86099125
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Analysis of behavior and carrying capacity of glued timber-timber joints loaded with bending moment
Original language description
The growth of timber use in building industry brings new trends, not only into the field of innovative wood-based materials but also into joining of the timber structures elements. Besides the already well normatively described joints with glued-in steel rods it is possible to design longitudinal joints of these structures with internal or external glued wood-based panels. For testing were chosen longitudinal joints of structural dimensions with external glued panels in beams stressed with bending moment. The content of this article is description of typical deformation of tested joints and determination of their carrying capacity and its dependence on the glued line thickness.
Czech name
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Czech description
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Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Structural and Physical Aspects of Construction Engineering: 3rd international conference : November 9-11, 2016, High Tatras, Slovakia
ISBN
978-80-553-2643-6
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
1-8
Publisher name
Technical University of Košice
Place of publication
Košice
Event location
Vysoké Tatry
Event date
Nov 9, 2016
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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