Stainless Steel Portal Frame Tests

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00360010" target="_blank" >RIV/68407700:21110/22:00360010 - isvavai.cz</a>

Result on the web

<a href="https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.1782" target="_blank" >https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.1782</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1002/cepa.1782" target="_blank" >10.1002/cepa.1782</a>

Result language

angličtina

Original language name

Stainless Steel Portal Frame Tests

Original language description

Experiments on stainless steel frames were carried out within this research. In total, 5 portal frames made of austenitic stainless steel SHS/RHS were tested. The paper thoroughly describes the performance 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. The 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. Worldwide research show this particularity needs to be taken into consideration when conducting a global analysis of the structure.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

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OECD FORD branch

20102 - Construction engineering, Municipal and structural engineering

Project

<a href="/en/project/GA20-24563S" target="_blank" >GA20-24563S: Global analysis methods for slender structures of stainless steels and other steels with non-linear stress-strain diagram</a><br>

Continuities

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

Publication year

2022

Confidentiality

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

Article name in the collection

The International Colloquium on Stability and Ductility of Steel Structures (SDSS 2022)

ISBN

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ISSN

2509-7075

e-ISSN

2509-7075

Number of pages

6

Pages from-to

500-505

Publisher name

Ernst & Sohn

Place of publication

Berlin

Event location

Aveiro

Event date

Sep 14, 2022

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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