Globální analýza konstrukcí z korozivzdorné oceli

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00359566" target="_blank" >RIV/68407700:21110/22:00359566 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

čeština

Název v původním jazyce

Globální analýza konstrukcí z korozivzdorné oceli

Popis výsledku v původním jazyce

Experiments of stainless steel portal frames were carried out within this research. In total, seven frames made of austenitic stainless steel were tested. Two of them were made of I-sections and five of them were made of SHS/RHS. This article thoroughly describes the perfotmance of the loading tests including the layout of auxiliary elements and measuring devices. The technical drawing of the experiment layout with a description is presented as well as several photos. The load-bearing capacities of the frames are summarised in a table. Tha research aims for a global structure behaviour examination with a particular focus on stainless steel structures. Their behaviour is highly influenced by nonlinear material stress-strain response. Material nonlinearity leads to loss of stiffness, which results in greater deflections. And greater deflections generate greater second-order effects.

Název v anglickém jazyce

Global analysis of stainless steel structures

Popis výsledku anglicky

Experiments of stainless steel portal frames were carried out within this research. In total, seven frames made of austenitic stainless steel were tested. Two of them were made of I-sections and five of them were made of SHS/RHS. This article thoroughly describes the perfotmance of the loading tests including the layout of auxiliary elements and measuring devices. The technical drawing of the experiment layout with a description is presented as well as several photos. The load-bearing capacities of the frames are summarised in a table. Tha research aims for a global structure behaviour examination with a particular focus on stainless steel structures. Their behaviour is highly influenced by nonlinear material stress-strain response. Material nonlinearity leads to loss of stiffness, which results in greater deflections. And greater deflections generate greater second-order effects.

Druh

O - Ostatní výsledky

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2022

Kód důvěrnosti údajů

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