TY - GEN
T1 - Assessment of eurocode 9 slenderness limits for elements in compression
AU - Su, M.
AU - Young, B.
AU - Gardner, L.
PY - 2015/1/1
Y1 - 2015/1/1
N2 - Cross-section classification is one of the key concepts for structural design in metallic materials. Current design specifications for aluminium alloys, such as Eurocode 9 (EC9), provide clear definitions and discrete design treatments for different class categories.The purpose of the present paper is to re-evaluate the yield (Class 3) slenderness limits for internal elements and outstands on the basis of substantial, recently generated experimental data on compressed aluminium alloy cross-sections. In this study, approximately 350 stub column test results have been gathered; the section types include square and rectangular hollow sections, channels and angles. The members were extruded from a variety of aluminium alloy tempers with a wide range of yield and ultimate strengths. Following analysis of the available data, the existing slenderness limits in EC9 were assessed and new slenderness limits were proposed. In conjunction with the proposed Class 3 limits, corresponding effective thickness formulae have also been established for Class 4 sections. The suitability of the proposed limits has been demonstrated through reliability analysis for both the conventional design methods in EC9 as well as the alternative methods given in Annex F of EC9. The revised limits enable more precise predictions of capacity.
AB - Cross-section classification is one of the key concepts for structural design in metallic materials. Current design specifications for aluminium alloys, such as Eurocode 9 (EC9), provide clear definitions and discrete design treatments for different class categories.The purpose of the present paper is to re-evaluate the yield (Class 3) slenderness limits for internal elements and outstands on the basis of substantial, recently generated experimental data on compressed aluminium alloy cross-sections. In this study, approximately 350 stub column test results have been gathered; the section types include square and rectangular hollow sections, channels and angles. The members were extruded from a variety of aluminium alloy tempers with a wide range of yield and ultimate strengths. Following analysis of the available data, the existing slenderness limits in EC9 were assessed and new slenderness limits were proposed. In conjunction with the proposed Class 3 limits, corresponding effective thickness formulae have also been established for Class 4 sections. The suitability of the proposed limits has been demonstrated through reliability analysis for both the conventional design methods in EC9 as well as the alternative methods given in Annex F of EC9. The revised limits enable more precise predictions of capacity.
UR - http://www.scopus.com/inward/record.url?scp=84942238869&partnerID=8YFLogxK
M3 - Conference article published in proceeding or book
AN - SCOPUS:84942238869
T3 - Tubular Structures - Proceedings of the 15th International Symposium on Tubular Structures, ISTS 2015
SP - 569
EP - 574
BT - Tubular Structures - Proceedings of the 15th International Symposium on Tubular Structures, ISTS 2015
A2 - Batista, Eduardo
A2 - Vellasco, Pedro
A2 - Lima, Luciano
PB - CRC Press/Balkema
T2 - Proceedings of the 15th International Symposium on Tubular Structures, ISTS 2015
Y2 - 27 May 2015 through 29 May 2015
ER -