The Use of Stainless Steel in Structures: Columns under Compression

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU139639" target="_blank" >RIV/00216305:26110/20:PU139639 - isvavai.cz</a>

Výsledek na webu

<a href="https://iopscience.iop.org/article/10.1088/1757-899X/960/3/032073" target="_blank" >https://iopscience.iop.org/article/10.1088/1757-899X/960/3/032073</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1088/1757-899X/960/3/032073" target="_blank" >10.1088/1757-899X/960/3/032073</a>

Jazyk výsledku

angličtina

Název v původním jazyce

The Use of Stainless Steel in Structures: Columns under Compression

Popis výsledku v původním jazyce

The analysis of the limit states of load-bearing stainless steel structural members requires the inclusion of material non-linearity in the calculations of resistance and deformation. The analysis of slender columns under compression requires the inclusion of both material and geometric non-linearity, which increases demands on the numerical analysis and scientific computing. This paper focuses on some aspects of the numerical analysis of the compressive force of columns with initial imperfections, which may have a significant influence on the results of the analysis of the safety and usability of load-bearing structures with slender members. The increased accuracy of results of experimental research on the material characteristics of stainless steel is discussed in connection with the properties of carbon steel and the application of numerical analysis in stochastic computational models.

Název v anglickém jazyce

The Use of Stainless Steel in Structures: Columns under Compression

Popis výsledku anglicky

The analysis of the limit states of load-bearing stainless steel structural members requires the inclusion of material non-linearity in the calculations of resistance and deformation. The analysis of slender columns under compression requires the inclusion of both material and geometric non-linearity, which increases demands on the numerical analysis and scientific computing. This paper focuses on some aspects of the numerical analysis of the compressive force of columns with initial imperfections, which may have a significant influence on the results of the analysis of the safety and usability of load-bearing structures with slender members. The increased accuracy of results of experimental research on the material characteristics of stainless steel is discussed in connection with the properties of carbon steel and the application of numerical analysis in stochastic computational models.

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

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 statě ve sborníku

IOP Conference Series: Materials Science and Engineering

ISBN

—

ISSN

1757-8981

e-ISSN

—

Počet stran výsledku

7

Strana od-do

1-7

Název nakladatele

IOP Publishing

Místo vydání

Praha

Místo konání akce

Prague

Datum konání akce

1. 9. 2020

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000646533100182