Design of gusset plate connection with single-sided splice member by component based finite element method
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00348674" target="_blank" >RIV/68407700:21110/19:00348674 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21110/19:00348954
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Design of gusset plate connection with single-sided splice member by component based finite element method
Original language description
This paper describes the design of the single-sided gusset plate connection of a truss steel member by a component based finite element method. The elements are analyzed by geometrically and materially non-linear analysis. The proper behavior of components, e.g. of bolts, anchor bolts, welds, is treated by introducing components representing its behavior in term of initial stiffness, ultimate resistance and deformation capacity. Research oriented finite element model is validated on experiments. The models are analyzed by geometrically and materially non-linear analysis with imperfections. The research oriented model is compared with simplified design one, which includes only the joint and equivalent horizontal disruptive force. Contribution shows the current trends in advanced modelling of connection components and differences of the research oriented and design oriented finite element models. The upcoming models with coupling of member and its joints are shown on this single-sided gusset plate connection.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/TH02020301" target="_blank" >TH02020301: Advanced design of strengthening of steel structures under loading</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
International Colloquium on Stability and Ductility of Steel Structures
ISBN
978-0-367-33503-8
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
1243-1250
Publisher name
ČVUT, Fakulta stavební, Katedra ocelových a dřevěných konstrukcí
Place of publication
Praha
Event location
Praha
Event date
Sep 11, 2019
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000542030200144