DETERMINATION OF CARRYING CAPACITY OF STEEL-TIMBER JOINTS WITH STEEL RODS GLUED-IN PARALLEL TO GRAIN
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F16%3A86099121" target="_blank" >RIV/61989100:27120/16:86099121 - 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
DETERMINATION OF CARRYING CAPACITY OF STEEL-TIMBER JOINTS WITH STEEL RODS GLUED-IN PARALLEL TO GRAIN
Popis výsledku v původním jazyce
The issue of behavior and deformation ofjoints of wooden structures is an integral part of the design of timber structures in its entirety. In this article the attention is therefore devoted to joints of timber structures. For testing there were selected joints with glued-in steel rods. These joints are currently, due to the frequent requirement for invisibility ofjoints in structures, at the forefront of interest. The content of this paper is therefore testing of these joints and determination of their carrying capacity and describing the type of deformation under load. These tests were carried out on a pressure machine EU100 in the laboratory of the Faculty of Civil Engineering VSB-TU Ostrava. The results of the laboratory tests have been statistically evaluated and accompanied by the graphical records of deformation response to loading. Comparison of test carrying capacity results with values determined from calculation according to the current applicable European standard for design of timber structures and numerical modeling are also presented.
Název v anglickém jazyce
DETERMINATION OF CARRYING CAPACITY OF STEEL-TIMBER JOINTS WITH STEEL RODS GLUED-IN PARALLEL TO GRAIN
Popis výsledku anglicky
The issue of behavior and deformation ofjoints of wooden structures is an integral part of the design of timber structures in its entirety. In this article the attention is therefore devoted to joints of timber structures. For testing there were selected joints with glued-in steel rods. These joints are currently, due to the frequent requirement for invisibility ofjoints in structures, at the forefront of interest. The content of this paper is therefore testing of these joints and determination of their carrying capacity and describing the type of deformation under load. These tests were carried out on a pressure machine EU100 in the laboratory of the Faculty of Civil Engineering VSB-TU Ostrava. The results of the laboratory tests have been statistically evaluated and accompanied by the graphical records of deformation response to loading. Comparison of test carrying capacity results with values determined from calculation according to the current applicable European standard for design of timber structures and numerical modeling are also presented.
Klasifikace
Druh
J<sub>x</sub> - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
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
2016
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Wood Research
ISSN
1336-4561
e-ISSN
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Svazek periodika
61
Číslo periodika v rámci svazku
5
Stát vydavatele periodika
SK - Slovenská republika
Počet stran výsledku
8
Strana od-do
733-740
Kód UT WoS článku
000389620600006
EID výsledku v databázi Scopus
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