Multi-Level Joints and Element Design
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU141976" target="_blank" >RIV/00216305:26110/19:PU141976 - isvavai.cz</a>
Result on the web
<a href="https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.1070" target="_blank" >https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.1070</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/cepa.1070" target="_blank" >10.1002/cepa.1070</a>
Alternative languages
Result language
angličtina
Original language name
Multi-Level Joints and Element Design
Original language description
This paper describes the principles multi-level joints and element design in steel structures. The system response quantity and application features of Component Based Finite Element Method (CBFEM) for design of eccentric gusset plate connection of a truss steel member. Research oriented finite element model (ROFEM) is validated on experiments. The models are analysed by geometrically and materially non-linear analysis with imperfections (GMNIA). The ROFEM is compared with simplified CBFEM model which includes only the joint. The proper behaviour of components, e.g. of bolts, anchor bolts, welds etc., is treated by introducing components representing its behaviour in term of initial stiffness, ultimate resistance and deformation capacity. To show this process a contribution is prepared, which summarises the history of achievements of FEA application in structural connections. Contribution shows the current trends in advanced modelling of connection components and differences of the research oriented and design oriented FEA models. Both have their roles in advanced analyses. On the eccentric gusset plate connection of diagonal steel member is shown the coming models with coupling of element and its joint design.
Czech name
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Czech description
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Classification
Type
J<sub>ost</sub> - Miscellaneous article in a specialist periodical
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural 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
Name of the periodical
ce/papers
ISSN
2509-7075
e-ISSN
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Volume of the periodical
3
Issue of the periodical within the volume
3-4
Country of publishing house
DE - GERMANY
Number of pages
6
Pages from-to
379-384
UT code for WoS article
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EID of the result in the Scopus database
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