Comparison of Round Timber and Squared Timber Joints Capacity in Tension at Different Angles to the Grain

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F16%3A86099128" target="_blank" >RIV/61989100:27120/16:86099128 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1016/j.proeng.2016.02.062" target="_blank" >http://dx.doi.org/10.1016/j.proeng.2016.02.062</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.proeng.2016.02.062" target="_blank" >10.1016/j.proeng.2016.02.062</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Comparison of Round Timber and Squared Timber Joints Capacity in Tension at Different Angles to the Grain

Popis výsledku v původním jazyce

In the current European standards for the design of timber structures, the issue of timber-to-timber joint type is addressed only for squared timber, which makes the pinpointing of the round timber bolted joints carrying capacity near-unfeasible due to the insufficient support in the current standards. To compare the behavior of this type of connections have been made a series of tests of round timber joints in different inclinations tensile load to the grains but also the reference tests of squared timber joints. Mechanical behavior of round and squared timber bolted joints were tested in the laboratory of the Faculty of Civil Engineering in Ostrava. This paper presents results of static tests in tension at an angle of 0 degrees, 90 degrees, 60 degrees to the grain of squared and round timber bolted joints. (C) 2016 The Authors. Published by Elsevier Ltd.

Název v anglickém jazyce

Comparison of Round Timber and Squared Timber Joints Capacity in Tension at Different Angles to the Grain

Popis výsledku anglicky

In the current European standards for the design of timber structures, the issue of timber-to-timber joint type is addressed only for squared timber, which makes the pinpointing of the round timber bolted joints carrying capacity near-unfeasible due to the insufficient support in the current standards. To compare the behavior of this type of connections have been made a series of tests of round timber joints in different inclinations tensile load to the grains but also the reference tests of squared timber joints. Mechanical behavior of round and squared timber bolted joints were tested in the laboratory of the Faculty of Civil Engineering in Ostrava. This paper presents results of static tests in tension at an angle of 0 degrees, 90 degrees, 60 degrees to the grain of squared and round timber bolted joints. (C) 2016 The Authors. Published by Elsevier Ltd.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

—

Projekt

—

Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2016

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Procedia Engineering. Volume 142

ISBN

—

ISSN

1877-7058

e-ISSN

—

Počet stran výsledku

7

Strana od-do

357-363

Název nakladatele

Elsevier

Místo vydání

SAN DIEGO

Místo konání akce

Ho Či Minovo Město

Datum konání akce

11. 4. 2016

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000379263200048