Facial reconstruction

Search LJMU Research Online

Browse Repository | Browse E-Theses

Behaviour and design of high-strength steel cross-sections under combined loading

Gkantou, M, Theofanous, M, Wang, J, Baniotopoulos, C and Gardner, L (2017) Behaviour and design of high-strength steel cross-sections under combined loading. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 170 (11). pp. 841-854. ISSN 0965-0911

[img] Text
Behaviour and design of high strength steel cross-sections under combined loading.pdf - Accepted Version
Restricted to Repository staff only until 19 October 2018.

Download (2MB)

Abstract

The behaviour of hot-rolled high-strength steel (HSS) tubular sections under combined compression and uniaxial bending was investigated both experimentally and numerically. The experimental programme encompassed a series of material coupon tests, initial geometric imperfection measurements, residual stress measurements and 12 tests on stub columns subjected to uniaxial eccentric compression. Numerical models were developed and validated against the experimental results. An extensive parametric study was then performed with the aim of generating further structural performance data over a wider range of cross-section slendernesses, aspect ratios and applied eccentricities. The results were utilised for an assessment of the applicability of relevant Eurocode provisions to HSS cross-sections under combined loading. Conclusions regarding the applicability of Eurocode interaction curves to S460 and S690 square and rectangular hollow sections are presented.

Item Type: Article
Uncontrolled Keywords: 0905 Civil Engineering
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Divisions: Civil Engineering
Publisher: Thomas Telford (ICE Publishing)
Related URLs:
Date Deposited: 07 Sep 2018 10:09
Last Modified: 15 Sep 2018 05:04
DOI or Identification number: 10.1680/jstbu.16.00114
URI: http://researchonline.ljmu.ac.uk/id/eprint/9183

Actions (login required)

View Item View Item