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Experimental response of hot-rolled stainless steel angle columns
ID Filipović, Aljoša (Author), ID Dobrić, Jelena (Author), ID Baddoo, Nancy (Author), ID Može, Primož (Author)

URLURL - Source URL, Visit https://www.sciencedirect.com/science/article/abs/pii/S0263823121001543?via%3Dihub This link opens in a new window

Abstract
This paper reports on experiments addressing the buckling and collapse behaviour of pin-ended hot-rolled stainless steel equal-leg angle columns under pure axial compression, aiming to provide reliable experimental data needed to develop explicit design guidelines for hot-rolled stainless steel angle columns currently absent in European standard. The systematic experimental programme included two test groups of specimens with nominal dimensions of 60 6 mm and 100 10 mm produced from austenitic grade EN 1.4301, and involved tensile material tests, geometric imperfection measurements, residual stress measurements, 6 stub column tests and 20 global compression tests. A wide range of column slenderness ratios was carefully selected to account for both elastic and inelastic failure characteristics including flexural and flexural%torsional modes and the influence of the legs% width-to-thickness ratios. The test setup and procedure together with the key experimental results and characterised failure modes, were fully reported and discussed. The test results were compared with those predicted using the design methods for compressed stainless steel angle columns provided in European and North American standards. It was observed that the specifications offer conservative strength predictions of the tested columns, primarily due to the lower distribution of initial geometric imperfections of tested columns in comparison with the permissible fabrication tolerances that are usually used as the basis of stability checks in codified design.

Language:English
Keywords:civil engineering, stainless steel, experiment, equal-leg angle section, hot-rolled, residual stress, column buckling
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publication status:Published
Publication version:Version of Record
Submitted for review:07.10.2020
Article acceptance date:07.03.2021
Publication date:26.03.2021
Year:2021
Number of pages:Str. 1-21
Numbering:Letn. 163, št. 107659
PID:20.500.12556/RUL-127275 This link opens in a new window
UDC:624.07
ISSN on article:0263-8231
DOI:10.1016/j.tws.2021.107659 This link opens in a new window
COBISS.SI-ID:58659587 This link opens in a new window
Publication date in RUL:01.06.2021
Views:697
Downloads:92
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Record is a part of a journal

Title:Thin-walled structures
Shortened title:Thin-walled struct.
Publisher:Elsevier
ISSN:0263-8231
COBISS.SI-ID:26529536 This link opens in a new window

Secondary language

Language:Slovenian
Keywords:gradbeništvo, nerjavno jeklo, eksperiment, enakokraki kotnik, vroče valjanje, zaostale napetosti, uklon stebra

Projects

Funder:MESTD - Ministry of Education, Science and Technological Development of Republic of Serbia
Project number:200092

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