Pinned joints - their design and real behaviour
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU128823" target="_blank" >RIV/00216305:26110/18:PU128823 - isvavai.cz</a>
Result on the web
<a href="https://www.icevirtuallibrary.com/doi/10.1680/jencm.17.00003" target="_blank" >https://www.icevirtuallibrary.com/doi/10.1680/jencm.17.00003</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1680/jencm.17.00003" target="_blank" >10.1680/jencm.17.00003</a>
Alternative languages
Result language
angličtina
Original language name
Pinned joints - their design and real behaviour
Original language description
Pinned joints are a basic type of mechanical joints for steel elements. They have been used in metal load-bearing structures since the middle of the nineteenth century. Due to their specific properties - the ability of the connected elements to rotate freely and the elimination of any bending moment transfer between the elements - pinned joints are designed for both steel and timber load-bearing structures. The BS EN 1993-1-8 standard lists simple rules for use when designing pinned joints. The procedures are based on design rules (recommendations) set out by E. Winkler in the latter half of the nineteenth century. In many layout and loading situations, such joints provide results that differ quite significantly from those obtained from precise numerical calculations or experiments. This paper focuses on issues concerned with the design of pinned joints. It deals with the options for the application of the design rules contained in BS EN 1993-1-8 during the design of such joints, and compares the results of these options both with three-dimensional numerical finite-element method models and with executed experimental measurements - load tests performed on joints. The obtained results for examples of specific joint layout and loading type are analysed.
Czech name
—
Czech description
—
Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
—
OECD FORD branch
20101 - Civil engineering
Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Proceedings of the Institution of Civil Engineers: Engineering and Computational Mechanics
ISSN
1755-0777
e-ISSN
1755-0785
Volume of the periodical
170
Issue of the periodical within the volume
4
Country of publishing house
GB - UNITED KINGDOM
Number of pages
13
Pages from-to
154-166
UT code for WoS article
000425896300004
EID of the result in the Scopus database
2-s2.0-85042376340