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  4. Elevated temperature material properties of a new high-chromium austenitic stainless steel
 
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Elevated temperature material properties of a new high-chromium austenitic stainless steel
File(s)
Liang et al (2018) - Elevated temperature material properties of a new high-chromium austenitic stainless steel.pdf (1.86 MB)
Accepted version
Author(s)
Liang, Y
Manninen, T
Zhao, O
Walport, F
Gardner, L
Type
Journal Article
Abstract
A testing programme was conducted to investigate the material properties of a new high-chromium grade of austenitic stainless steel - EN 1.4420 at elevated temperatures. A total of 164 tensile coupons extracted from both cold-rolled and hot-rolled sheets were tested; 80 coupons were tested isothermally with temperatures ranging from 25 °C to 1100 °C, and 84 were tested anisothermally with stress levels ranging from 10% to 90% of the material 0.2% proof stress at room temperature. The experimentally derived reduction factors for the key material properties were compared with existing design values. Design recommendations for the elevated temperature reduction factors were then proposed for this new grade, and a two-stage Ramberg–Osgood model was shown to be able to accurately represent the material stress–strain response at elevated temperature.
Date Issued
2019-01-01
Date Acceptance
2018-04-23
Citation
Journal of Constructional Steel Research, 2019, 152, pp.261-273
URI
http://hdl.handle.net/10044/1/61912
DOI
https://www.dx.doi.org/10.1016/j.jcsr.2018.04.028
ISSN
0143-974X
Publisher
Elsevier
Start Page
261
End Page
273
Journal / Book Title
Journal of Constructional Steel Research
Volume
152
Copyright Statement
© 2018 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/
Subjects
Science & Technology
Technology
Construction & Building Technology
Engineering, Civil
Engineering
Elevated temperatures
High-chromium austenitic stainless steel
Material properties
Steady state tests
Reduction factors
Transient state tests
CONTINUOUS STRENGTH METHOD
STRESS-STRAIN CURVES
CROSS-SECTIONS
DESIGN
BEHAVIOR
Civil Engineering
0905 Civil Engineering
Publication Status
Published
Date Publish Online
2018-05-10
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