Dowel Type Joints of Round Timber Exposed to Static and Cyclic Tension Forces
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86095316" target="_blank" >RIV/61989100:27120/15:86095316 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Dowel Type Joints of Round Timber Exposed to Static and Cyclic Tension Forces
Popis výsledku v původním jazyce
Timber constructions made of round timber are becoming increasingly popular nowadays. They concern both non-pedestrian and pedestrian bridges, watchtowers and playground equipment. If these constructions are designed with a truss supporting system, the element joints are often made of bolts with slotted-in steel plates. Joints in round timber do not have sufficient support in existing Eurocodes. The problem is also in the characterization of cyclically loaded round timber joints (fatigue loading in wood). The aim of this paper is to present the results of static and dynamic tensile tests of round timber bolted joints with slotted - in steel plates along the grains. Some of these round timber joints samples were reinforced in the timber part (near the bolt) with different components (screws, special washers, steel bands, performed steel plates and nails). The main reason of the reinforcing of the joints was to increase the carrying capacity and safety of these joints in tension. Based o
Název v anglickém jazyce
Dowel Type Joints of Round Timber Exposed to Static and Cyclic Tension Forces
Popis výsledku anglicky
Timber constructions made of round timber are becoming increasingly popular nowadays. They concern both non-pedestrian and pedestrian bridges, watchtowers and playground equipment. If these constructions are designed with a truss supporting system, the element joints are often made of bolts with slotted-in steel plates. Joints in round timber do not have sufficient support in existing Eurocodes. The problem is also in the characterization of cyclically loaded round timber joints (fatigue loading in wood). The aim of this paper is to present the results of static and dynamic tensile tests of round timber bolted joints with slotted - in steel plates along the grains. Some of these round timber joints samples were reinforced in the timber part (near the bolt) with different components (screws, special washers, steel bands, performed steel plates and nails). The main reason of the reinforcing of the joints was to increase the carrying capacity and safety of these joints in tension. Based o
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Ostatní
Rok uplatnění
2015
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Procedia Engineering. Volume 114
ISBN
978-1-5108-1230-7
ISSN
1877-7058
e-ISSN
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Počet stran výsledku
8
Strana od-do
240-247
Název nakladatele
Elsevier
Místo vydání
Amsterdam
Místo konání akce
Funchal
Datum konání akce
1. 9. 2015
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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