Round Timber Bolted Joints with Mechanical Reinforcement
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F14%3A86086654" target="_blank" >RIV/61989100:27120/14:86086654 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.838-841.629" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMR.838-841.629</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.838-841.629" target="_blank" >10.4028/www.scientific.net/AMR.838-841.629</a>
Alternative languages
Result language
angličtina
Original language name
Round Timber Bolted Joints with Mechanical Reinforcement
Original language description
This paper presents the results of static tests of round timber bolted joints with inserted steel plates. All round timber joints static tests in tension were carried out on pressure machine EU 100 in laboratory of the Faculty of Civil Engineering VŠB-TUOstrava. At first, timber specimens were tested without reinforcement. Based on these results, mechanical reinforcement methods were proposed: using modified washers and boost with screws. These samples were also tested. Rate of improvement in tensile strength was established for used reinforcement method.
Czech name
—
Czech description
—
Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
—
Result continuities
Project
—
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Advanced Materials Research. Volume 838-841
ISBN
978-3-03785-926-1
ISSN
1022-6680
e-ISSN
—
Number of pages
5
Pages from-to
629-633
Publisher name
Trans Tech Publication Ltd
Place of publication
Zürich
Event location
Shenzhen
Event date
Sep 28, 2013
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
—