The Hysteretic Behavior of Single C-type Cold-formed Cantilevered Member

DOI

10.2991/icmce-14.2014.157How to use a DOI?

Keywords

Cold-formed Thin-walled Steel, Material Test, FEM, Hysteretic Behavior

Abstract

The flange and web of cold-formed thin-walled steel have small thickness and big width-thickness ratios, its mechanical properties are very different from ordinary steel members. In this paper, we performed three groups of the finite element hysteretic performance analysis of cantilevered member based on the cold-formed thin-walled steel resistance test, the results show: component get bending torsion coupling damage under cyclic loads; Sectional dimensions of members under cyclic loading has a greater impact on the carrying capacity; The batch cold-formed thin-walled steel with good material ductility.

Copyright

© 2014, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Xiu-Li WANG
AU  - Yun-Peng CHU
AU  - Rong WANG
PY  - 2014/12
DA  - 2014/12
TI  - The Hysteretic Behavior of Single C-type Cold-formed Cantilevered Member
BT  - Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
PB  - Atlantis Press
SP  - 886
EP  - 890
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmce-14.2014.157
DO  - 10.2991/icmce-14.2014.157
ID  - WANG2014/12
ER  -