Comparison of behaviour of laterally loaded round and squared timber bolted joints

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A86099135" target="_blank" >RIV/61989100:27120/17:86099135 - isvavai.cz</a>

Result on the web

<a href="http://dx.doi.org/10.3221/IGF-ESIS.39.07" target="_blank" >http://dx.doi.org/10.3221/IGF-ESIS.39.07</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.3221/IGF-ESIS.39.07" target="_blank" >10.3221/IGF-ESIS.39.07</a>

Result language

angličtina

Original language name

Comparison of behaviour of laterally loaded round and squared timber bolted joints

Original language description

In the current European standards for design of timber structures, the issue of timber-to-timber joint type is addressed only to squared timber, which makes the pinpointing of the round timber bolted joints load carrying capacity near-unfeasible due to the insufficient support in the current standards. There have been made series of tests of round timber joints in different inclinations of the loading force and also the reference tests of squared timber joints to compare the behaviour of this type of joints. Mechanical behaviour of the round and the squared timber bolted joints was 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°, 90° and 60° to the grain of squared and round timber bolted joints. Load carrying capacity was determined according to the applicable standards and theories of fracture mechanics. The test results of laboratory tests were then compared with the results of theoretical calculations. © 2017 This is an open access article under the terms of the CC-BY 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

Czech name

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Czech description

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Type

J_SC - Article in a specialist periodical, which is included in the SCOPUS database

CEP classification

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OECD FORD branch

20102 - Construction engineering, Municipal and structural engineering

Project

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Continuities

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Publication year

2017

Confidentiality

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

Name of the periodical

Frattura ed Integrita Strutturale

ISSN

1971-8993

e-ISSN

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Volume of the periodical

11

Issue of the periodical within the volume

39

Country of publishing house

IT - ITALY

Number of pages

6

Pages from-to

56-61

UT code for WoS article

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EID of the result in the Scopus database

2-s2.0-85007507351