Numerical Simulations of Timber Connections with Angle Brackets Subjected to External Loading

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00301488" target="_blank" >RIV/68407700:21110/16:00301488 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21720/16:00301488
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Numerical Simulations of Timber Connections with Angle Brackets Subjected to External Loading
Original language description
The paper presents experimental, numerical, and analytical methods for the prediction of the load-bearing capacity of timber connections with metal angle brackets, utilising annular ring nails as fasteners. Full-scale testing experiments were performed in order to obtain the stiffness of the connection. Numerical simulations are employed to predict the load-bearing capacity of the angle brackets, when the external force is in the direction of the opening of the angle bracket. The characteristic load-bearing capacity of the connection was calculated using both the results of the numerical simulation, and analytical formulas, utilising laboratory measurements of the timber density. The paper presents the results of the three approaches, allowing direct comparison of the veracity of the simulations.
Czech name
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Czech description
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Project
<a href="/en/project/LO1605" target="_blank" >LO1605: University Centre for Energy Efficient Buildings – Sustainability Phase</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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