Global analysis of stainless steel structures

Result code in 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>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Globální analýza konstrukcí z korozivzdorné oceli

Original language description

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.

Czech name

Globální analýza konstrukcí z korozivzdorné oceli

Czech description

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.

Type

O - Miscellaneous

CEP classification

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OECD FORD branch

20101 - Civil engineering

Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2022

Confidentiality

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