Comparative experimental study of hot-rolled and cold-formed rectangular hollow sections
Author(s)
Gardner, L
Saari, N
Wang, F
Type
Journal Article
Abstract
Square and rectangular hollow sections are generally produced either by hot-rolling or cold-forming. Cross-sections of nominally similar geometries, but from the two different production routes may vary significantly in terms of their general material properties, geometric imperfections, residual stresses, corner geometry and material response and general structural behaviour and load-carrying capacity. In this paper, an experimental programme comprising tensile coupon tests on flat and corner material, measurements of geometric imperfections and residual stresses, stub column tests and simple and continuous beam tests is described. The results of the tests have been combined with other available test data on square and rectangular hollow sections and analysed. Enhancements in yield and ultimate strengths, beyond those quoted in the respective mill certificates, were observed in the corner regions of the cold-formed sections—these are caused by cold-working of the material during production, and predictive models have been proposed. Initial geometric imperfections were generally low in both the hot-rolled and cold-formed sections, with larger imperfections emerging towards the ends of the cold-formed members—these were attributed largely to the release of through thickness residual stresses, which were themselves quantified. The results of the stub column and simple bending tests were used to assess the current slenderness limits given in Eurocode 3, including the possible dependency on production route, whilst the results of the continuous beam tests were evaluated with reference to the assumptions typically made in plastic analysis and design. Current slenderness limits, assessed on the basis of bending tests, appear appropriate, though the Class 3 slenderness limit, assessed on the basis of compression tests, seems optimistic. Of the features investigated, strain hardening characteristics of the material were identified as being primarily responsible for the differences in structural behaviour between hot-rolled and cold-formed sections.
Date Issued
2010-04-03
Date Acceptance
2010-02-16
Citation
Thin-Walled Structures, 2010, 48 (7), pp.495-507
ISSN
0263-8231
Publisher
Elsevier
Start Page
495
End Page
507
Journal / Book Title
Thin-Walled Structures
Volume
48
Issue
7
Copyright Statement
© 2010, Elsevier Ltd. All rights reserved. This manuscript is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/
Identifier
http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000278670400003&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=1ba7043ffcc86c417c072aa74d649202
Subjects
Science & Technology
Technology
Engineering, Civil
Engineering
ENGINEERING, CIVIL
Bending
Cold-formed sections
Continuous beams
Corner geometry
Geometric imperfections
Hollow sections
Hot-rolled sections
Material properties
Residual stresses
RHS
SHS
Strain hardening
Stub column tests
Tensile coupon tests
Tubular sections
STAINLESS-STEEL SECTIONS
GEOMETRIC IMPERFECTIONS
BOX COLUMNS
STRENGTH
BEHAVIOR
DESIGN
RESISTANCE
MEMBERS
Civil Engineering
0901 Aerospace Engineering
0905 Civil Engineering
0913 Mechanical Engineering
Publication Status
Published