Skip to content Skip to navigation
University of Warwick
  • Study
  • |
  • Research
  • |
  • Business
  • |
  • Alumni
  • |
  • News
  • |
  • About

University of Warwick
Publications service & WRAP

Highlight your research

  • WRAP
    • Home
    • Search WRAP
    • Browse by Warwick Author
    • Browse WRAP by Year
    • Browse WRAP by Subject
    • Browse WRAP by Department
    • Browse WRAP by Funder
    • Browse Theses by Department
  • Publications Service
    • Home
    • Search Publications Service
    • Browse by Warwick Author
    • Browse Publications service by Year
    • Browse Publications service by Subject
    • Browse Publications service by Department
    • Browse Publications service by Funder
  • Help & Advice
University of Warwick

The Library

  • Login
  • Admin

Fire testing and design of slender stainless steel I-sections in weak-axis flexure

Tools
- Tools
+ Tools

Xing, Zhe, Zhao, Ou, Kucukler, Merih and Gardner, Leroy (2022) Fire testing and design of slender stainless steel I-sections in weak-axis flexure. Thin-Walled Structures, 171 . 108682. doi:10.1016/j.tws.2021.108682

[img]
Preview
PDF
WRAP-Fire-testing-design-slender-stainless-steel-I-sections-2021.pdf - Accepted Version - Requires a PDF viewer.
Available under License Creative Commons Attribution Non-commercial No Derivatives 4.0.

Download (6Mb) | Preview
Official URL: https://doi.org/10.1016/j.tws.2021.108682

Request Changes to record.

Abstract

The structural fire response of slender austenitic stainless steel I-sections in weak-axis flexure is studied experimentally for the first time. The presented experimental programme comprised local geometric imperfection measurements for all the test beams, room temperature material tests, a reference room temperature weak-axis bending test and a series of elevated temperature weak-axis bending tests. The experimental setup, procedure and measured responses of the test specimens are fully described. The results demonstrate that, despite the studied cross-section being slender, considerable inelastic strength reserves were displayed. Such behaviour has previously been observed in steel I-sections in weak-axis flexure at room temperature. The test results are used to assess the accuracy of existing fire design provisions in predicting the weak-axis bending moment resistances of slender stainless steel I-sections. Significantly improved capacity predictions were achieved through the application of a plastic effective width method in which the beneficial influence of the partial spread of plasticity is captured.

Item Type: Journal Article
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Science, Engineering and Medicine > Engineering > Engineering
Library of Congress Subject Headings (LCSH): Stainless steel , Stainless steel -- Heat treatment , Stainless steel -- Thermal properties , Stainless steel -- Fatigue , Steel I-beams , Buckling (Mechanics)
Journal or Publication Title: Thin-Walled Structures
Publisher: Elsevier Science Ltd.
ISSN: 0263-8231
Official Date: February 2022
Dates:
DateEvent
February 2022Published
18 December 2021Available
14 November 2021Accepted
3 August 2021Submitted
Volume: 171
Article Number: 108682
DOI: 10.1016/j.tws.2021.108682
Status: Peer Reviewed
Publication Status: Published
Access rights to Published version: Restricted or Subscription Access
Date of first compliant deposit: 7 January 2022
Date of first compliant Open Access: 18 December 2022

Request changes or add full text files to a record

Repository staff actions (login required)

View Item View Item

Downloads

Downloads per month over past year

View more statistics

twitter

Email us: wrap@warwick.ac.uk
Contact Details
About Us