Design of gusset plate connection with single-sided splice member 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%3A00348674" target="_blank" >RIV/68407700:21110/19:00348674 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21110/19:00348954

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Design of gusset plate connection with single-sided splice member by component based finite element method

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

Design of gusset plate connection with single-sided splice member by component based finite element method

Popis výsledku anglicky

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.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil 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

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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Počet stran výsledku

8

Strana od-do

1243-1250

Název nakladatele

ČVUT, Fakulta stavební, Katedra ocelových a dřevěných konstrukcí

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

11. 9. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000542030200144