Component based finite element design of steel joints

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU141978" target="_blank" >RIV/00216305:26110/20:PU141978 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21110/20:00348851

Výsledek na webu

<a href="https://onlinelibrary.wiley.com/doi/epdf/10.1002/cend.202000015" target="_blank" >https://onlinelibrary.wiley.com/doi/epdf/10.1002/cend.202000015</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1002/cend.202000015" target="_blank" >10.1002/cend.202000015</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Component based finite element design of steel joints

Popis výsledku v původním jazyce

This paper describes the principles of multi-level Finite Element modeling for design of structural steel joints. The integral part of the design by Finite Elements is the Validation and Verification of the model and its results. For models by shell and solid elements it is mesh sensitivity study. In component bases finite element method (CBFEM), the steel plates are considered by materially nonlinear analysis (MNA). Their resistance in plastic stage is limited by strains. The behavior of components, for example, of bolts, anchor bolts, welds etc., is treated by introducing nonlinear springs representing its behavior in terms of initial stiffness, ultimate resistance and deformation capacity. To show this process a contribution is prepared, which summarizes the history of achievements of Finite Element Analyses (FEA) in structural steel joints. This paper shows differences between the research-oriented and design-oriented models and the current trends in modeling of connection components. Both have their role

Název v anglickém jazyce

Component based finite element design of steel joints

Popis výsledku anglicky

This paper describes the principles of multi-level Finite Element modeling for design of structural steel joints. The integral part of the design by Finite Elements is the Validation and Verification of the model and its results. For models by shell and solid elements it is mesh sensitivity study. In component bases finite element method (CBFEM), the steel plates are considered by materially nonlinear analysis (MNA). Their resistance in plastic stage is limited by strains. The behavior of components, for example, of bolts, anchor bolts, welds etc., is treated by introducing nonlinear springs representing its behavior in terms of initial stiffness, ultimate resistance and deformation capacity. To show this process a contribution is prepared, which summarizes the history of achievements of Finite Element Analyses (FEA) in structural steel joints. This paper shows differences between the research-oriented and design-oriented models and the current trends in modeling of connection components. Both have their role

Druh

J_ost - Ostatní články v recenzovaných periodicích

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/FW01010392" target="_blank" >FW01010392: Pokročilý návrh konstrukčních detailů/prvků pomocí strojového učení</a><br>

Návaznosti

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

Rok uplatnění

2020

Kód důvěrnosti údajů

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

Název periodika

Civil engineering design

ISSN

2625-073X

e-ISSN

—

Svazek periodika

2

Číslo periodika v rámci svazku

3

Stát vydavatele periodika

DE - Spolková republika Německo

Počet stran výsledku

11

Strana od-do

78-89

Kód UT WoS článku

—

EID výsledku v databázi Scopus

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