Simple and Advanced Models for Connection Design in Steel Structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00232497" target="_blank" >RIV/68407700:21110/15:00232497 - isvavai.cz</a>

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Simple and Advanced Models for Connection Design in Steel Structures

Popis výsledku v původním jazyce

The paper refers to current development in design of structural steel and steel and concrete composite connections. Today practice is preferring analytical models which are based on good quality of prediction for standardised structural solutions. For description of full behaviour were analytical models equipped by prediction of stiffness and deformation capacity, which is called Component method. This paper introduces next step of design using finite element method for distribution of internal forces and components to analyse connectors itself, Component based finite element method. The material is modelled on design level as bilinear. The internal forces in connection is analysed procedure by shell elements with adequately accurate meshing. The proper behaviour of components is treated by introducing its behaviour in term of initial stiffness, ultimate resistance and deformation capacity. The internal part of this design procedure is validation and verification including its hierarchy.

Název v anglickém jazyce

Simple and Advanced Models for Connection Design in Steel Structures

Popis výsledku anglicky

The paper refers to current development in design of structural steel and steel and concrete composite connections. Today practice is preferring analytical models which are based on good quality of prediction for standardised structural solutions. For description of full behaviour were analytical models equipped by prediction of stiffness and deformation capacity, which is called Component method. This paper introduces next step of design using finite element method for distribution of internal forces and components to analyse connectors itself, Component based finite element method. The material is modelled on design level as bilinear. The internal forces in connection is analysed procedure by shell elements with adequately accurate meshing. The proper behaviour of components is treated by introducing its behaviour in term of initial stiffness, ultimate resistance and deformation capacity. The internal part of this design procedure is validation and verification including its hierarchy.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

—

Projekt

<a href="/cs/project/TA03010680" target="_blank" >TA03010680: Pokročilý software pro optimální návrh obecných styčníků stavebních ocelových konstrukcí</a><br>

Návaznosti

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

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of International Conference on Advances in Civil and Environmental Engineering (ACEE 2015)

ISBN

978-967-0841-06-9

ISSN

—

e-ISSN

—

Počet stran výsledku

10

Strana od-do

14-23

Název nakladatele

Universiti Teknologi MARA

Místo vydání

Pulau Pinang

Místo konání akce

Pulau Pinang

Datum konání akce

28. 7. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—