Experimental and Numerical simulation of a Three Point Bending Test of a Stainless Steel Beam

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F21%3A00548174" target="_blank" >RIV/68081723:_____/21:00548174 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/00216305:26110/21:PU143130

Výsledek na webu

<a href="http://dx.doi.org/10.1016/j.trpro.2021.07.183" target="_blank" >http://dx.doi.org/10.1016/j.trpro.2021.07.183</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.trpro.2021.07.183" target="_blank" >10.1016/j.trpro.2021.07.183</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Experimental and Numerical simulation of a Three Point Bending Test of a Stainless Steel Beam

Popis výsledku v původním jazyce

An advanced simulation process of a stainless steel member in ANSYS technology is described in this paper. A three-point bending test of a hot rolled stainless steel material grade 1.4301 (AISI 304) member has been conducted. The cross-section of the beam was IPE80, with the span of the supports equal to 240 mm. The results of the experimental test were compared with the materially and geometrically nonlinear numerical analysis. In order to describe the behavior of the stainless steel material, the Ramberg and Osgood model has been adopted along with multi linear stress-strain description with isotropic hardening feature. The finite element model has been created using software ANSYS classic APDL environment, and the results were compared.

Název v anglickém jazyce

Experimental and Numerical simulation of a Three Point Bending Test of a Stainless Steel Beam

Popis výsledku anglicky

An advanced simulation process of a stainless steel member in ANSYS technology is described in this paper. A three-point bending test of a hot rolled stainless steel material grade 1.4301 (AISI 304) member has been conducted. The cross-section of the beam was IPE80, with the span of the supports equal to 240 mm. The results of the experimental test were compared with the materially and geometrically nonlinear numerical analysis. In order to describe the behavior of the stainless steel material, the Ramberg and Osgood model has been adopted along with multi linear stress-strain description with isotropic hardening feature. The finite element model has been created using software ANSYS classic APDL environment, and the results were compared.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/GA20-00761S" target="_blank" >GA20-00761S: Vliv materiálových vlastností korozivzdorných ocelí na spolehlivost mostních konstrukcí</a><br>

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2021

Kód důvěrnosti údajů

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

Název statě ve sborníku

Transportation Research Procedia

ISBN

—

ISSN

2352-1457

e-ISSN

—

Počet stran výsledku

8

Strana od-do

1114-1121

Název nakladatele

Elsevier

Místo vydání

Amsterdam

Místo konání akce

Virtual Vysoké Tatry

Datum konání akce

26. 5. 2021

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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