Mechanical response of a lap scarf joint with inclined faces and wooden dowels under combined loading
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F15%3A00447751" target="_blank" >RIV/68378297:_____/15:00447751 - 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
Mechanical response of a lap scarf joint with inclined faces and wooden dowels under combined loading
Original language description
The paper focuses on analyzing mechanical behavior of a lap scarf joint with inclined contact faces and wooden dowels which is a commonly used connection for repairing damaged beams in historical structures. Experimental and numerical analysis were performed to investigate mechanical parameters such as stiffness and strength of this type of prosthesis. This study concentrates on investigating joints behavior under combined loading, compression and bending, and tension and bending. It was desired to simulate the real loading conditions found in historical timber trusses such as combined compression and bending for rafters or tension and bending for tie beams. Experimental work has been designed for testing the jointed beams in small scale subjected to pure bending, combined compression and bending and combined tension and bending. Finally, a finite element model was constructed and validated using experimental output and further used for estimating the strength and stiffness. Moreover, authenticity and aesthetics of such prosthesis for historical timber structures was explored through testing two different types of lap scarf joints i.e. two-face and three-face joints.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
AL - Art, architecture, cultural heritage
OECD FORD branch
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Result continuities
Project
<a href="/en/project/DF12P01OVV004" target="_blank" >DF12P01OVV004: Design and Assessment of Timber Joints of Historical Structures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
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
Structural Health Assessment of Timber Structures. 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
10
Pages from-to
849-858
Publisher name
Dolnośląskie Wydawnictwo Edukacyjne
Place of publication
Wrocław
Event location
Wrocław
Event date
Sep 9, 2015
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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