Finite element analysis on mechanical properties of new section of aluminium alloy members under bending moment

DOI

10.2991/iccet-15.2015.115How to use a DOI?

Keywords

aluminium alloy member, new section, stable performance, bending moment, FEA

Abstract

Aluminium alloy structures are widely used in civil engineering. In this paper, nonlinear analyses were carried out on the aluminium alloy members under bending moments by finite element analysis. The parametric study shows that the ductility of the new section is better than that of the I-section. The stable performances of the aluminium alloy members of the new section are better than that of the I-section. The failure modes of the aluminium alloy members under bending moment are strength failure. With the type of the new section taken in this paper, the inelastic amplification factor of the members of 6061-T6 is 1.6 and that of 6061-T4 is 2.0.

Copyright

© 2015, 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  - Jianbin Li
AU  - Xiawei Tan
AU  - Zheng Zhang
PY  - 2015/11
DA  - 2015/11
TI  - Finite element analysis on mechanical properties of new section of aluminium alloy members under bending moment
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 617
EP  - 620
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.115
DO  - 10.2991/iccet-15.2015.115
ID  - Li2015/11
ER  -