Design of slender compressed plates in structural steel joints by component based finite element method

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00333397" target="_blank" >RIV/68407700:21110/19:00333397 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Design of slender compressed plates in structural steel joints by component based finite element method

Popis výsledku v původním jazyce

This contribution shows the current trends in advanced modelling of connections and differ-ences of the research oriented and design oriented models. The principles of Component Based Finite Element Modelling and the system response quantity and application features for design of slender compressed elements was developed. The elements are analysed by material non-linear and by buckling analyses. The proper behaviour of components, e.g. of bolts, anchor bolts, welds etc., is treated by introducing components representing its behaviour in term of ini-tial stiffness, ultimate resistance and deformation capacity in 3D environment. To show this process a contribution is prepared, which summarises the history of achievements in prediction of behaviour of structural connections. The validation on an example of an unstiffened haunch in a welded portal frame joint and verification on the column web panel and a column stiffener is shown.

Název v anglickém jazyce

Design of slender compressed plates in structural steel joints by component based finite element method

Popis výsledku anglicky

This contribution shows the current trends in advanced modelling of connections and differ-ences of the research oriented and design oriented models. The principles of Component Based Finite Element Modelling and the system response quantity and application features for design of slender compressed elements was developed. The elements are analysed by material non-linear and by buckling analyses. The proper behaviour of components, e.g. of bolts, anchor bolts, welds etc., is treated by introducing components representing its behaviour in term of ini-tial stiffness, ultimate resistance and deformation capacity in 3D environment. To show this process a contribution is prepared, which summarises the history of achievements in prediction of behaviour of structural connections. The validation on an example of an unstiffened haunch in a welded portal frame joint and verification on the column web panel and a column stiffener is shown.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20103 - Architecture engineering

Projekt

<a href="/cs/project/TH02020301" target="_blank" >TH02020301: Pokročilý návrh zesilování ocelové konstrukce pod zatížením</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the International Colloquia on Stability and Ductility of Steel Structures (SDSS 2019)

ISBN

9780367335038

ISSN

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e-ISSN

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Počet stran výsledku

9

Strana od-do

664-672

Název nakladatele

CRC Press/Balkema

Místo vydání

Leiden

Místo konání akce

Praha

Datum konání akce

11. 9. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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