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An experimental study on the cyclic response of austenitic stainless steel

Author
Chacon, R.; de Marco, M.; Real, E.; Arrayago, I.
Type of activity
Presentation of work at congresses
Name of edition
Ninth International Conference on Advances in Steel Structures
Date of publication
2018
Presentation's date
2018-12-07
Book of congress proceedings
Ninth International Conference on Advances in Steel Structures (ICASS 2018)
First page
1
Last page
12
DOI
10.18057/ICASS2018.P.080
Project funding
Structural behaviour of stainless steel frames. Safety towards seismic and fire loads
Repository
http://hdl.handle.net/2117/125927 Open in new window
Abstract
Strain hardening is one of the key features of stainless steel for all structural applications. This property directly affects the definition of cross-sectional resistance, cross-section classification, ductility and energy dissipation. All these properties are fundamental in seismic design. Research related to seismic resistance at cross-section, member, connections and frame levels are necessary in order to assess its potential use in seismic areas as well as the performance of existing struct...
Citation
Chacon, R., de Marco, M., Real, E., Arrayago, I. An experimental study on the cyclic response of austenitic stainless steel. A: International Conference on Advances in Steel Structures. "Ninth International Conference on Advances in Steel Structures (ICASS 2018)". 2018, p. 1-12.
Keywords
Stainless steel, cyclic loading, isotropic hardening, kinematic hardening
Group of research
ATEM - Structural and Materials Technology

Participants