Proceedings of the 2014 International Conference on Mechanics and Civil Engineering

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

Authors
Xiu-Li WANG, Yun-Peng CHU, Rong WANG
Corresponding Author
Xiu-Li WANG
Available Online December 2014.
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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Volume Title
Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
Series
Advances in Engineering Research
Publication Date
December 2014
ISBN
978-94-62520-41-7
ISSN
2352-5401
DOI
10.2991/icmce-14.2014.157How to use a DOI?
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/).

Cite this article

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  -