Recommendations for numerical modeling and analytical assessment of a planar steel CHS joint
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F13%3A86086770" target="_blank" >RIV/61989100:27120/13:86086770 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Recommendations for numerical modeling and analytical assessment of a planar steel CHS joint
Original language description
The subject of this paper is to determine the load-bearing capacity of the truss-type CHS (circular hollow section) joint which is beyond the scope of use of the EN 1993-1-8 and thus standardized formulas for calculations of joint's strength cannot be applied. Assessment of that joint is performed by using the numerical modeling in ANSYS program and the analytical method recommended in the CIDECT (Comité International pour le Développement et l?Étude de la Construction Tubulaire) publication. The results from both methods are then compared. This paper contains recommendations for the creation of the FEM model and for calculation of load-bearing capacity of the CHS joint.
Czech name
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Czech description
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Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Transactions of the VŠB - Technical University of Ostrava
ISSN
1804-4824
e-ISSN
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Volume of the periodical
XIII
Issue of the periodical within the volume
2
Country of publishing house
PL - POLAND
Number of pages
10
Pages from-to
1-10
UT code for WoS article
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EID of the result in the Scopus database
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