Please use this identifier to cite or link to this item:
|Title:||Material properties and compressive local buckling response of high strength steel square and rectangular hollow sections|
|Citation:||Engineering Structures, 130: pp. 297 - 315, (2016)|
|Abstract:||An experimental investigation into the structural performance of compressed high strength steel (HSS) square and rectangular hollow sections is described in this paper. Both hot-rolled and cold-formed HSS sections were examined. In total six S460NH and five S690QH hot-rolled section sizes and three S500MC, two S700MC and four S960QC cold-formed section sizes were tested. The experimental programme comprised tensile coupon tests on flat and corner material, measurements of geometric imperfections, full cross-section tensile tests and stub column tests. The results of the experiments presented in this paper have been combined with other available test data on high strength steel sections, and used to assess the existing design guidelines for high strength steels given in Eurocode 3. The focus has been on the material ductility requirements, the Class 3 slenderness limit for internal elements in compression and the effective width formula for Class 4 internal elements in compression.Reliability assessments of the Class 3 slenderness limit (both the current value of 42 and a proposed value of 38) and the effective width formula for Class 4 internal elements in compression were carried out. The analysis indicated that, based on the assembled test data considered in this study, and the assumptions made regarding the statistical distributions of material and geometric properties, a partial safety factor greater than unity is required for HSS. Similar findings have also recently been presented for ordinary strength steels.|
|Appears in Collections:||Dept of Mechanical Aerospace and Civil Engineering Research Papers|
Files in This Item:
|Fulltext.pdf||File is embargoed until 09/11/2017||3.5 MB||Adobe PDF||View/Open Request a copy|
Items in BURA are protected by copyright, with all rights reserved, unless otherwise indicated.