Proceedings of the 2nd Annual International Conference on Advanced Material Engineering (AME 2016)

An Equivalent Model of Corrugated Structures

Authors
Yu-Qian Li, Jia-Yu Wu, Hao-Wei Gu, Zong-Yong Chen, Xiao-Bing Shi, Hong Yuan
Corresponding Author
Yu-Qian Li
Available Online June 2016.
DOI
10.2991/ame-16.2016.75How to use a DOI?
Keywords
Corrugated Structures, Orthotropic Plate, Finite Element Method, Modal Analysis.
Abstract

Corrugated structures have wide application in engineering. The corrugated structure is replaced by an orthotropic plate with equivalent stiffness properties in this paper. After equivalent stiffnesses are obtained, deflections and modals of simply supported orthotropic plates can be analyzed theoretically, which are compared with finite element solutions modeled with corrugated structures. Finally, it is clearly that corrugated structures can be replaced by an orthotropic plate whit equivalent stiffness in deflection and modal analysis.

Copyright
© 2016, 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 2nd Annual International Conference on Advanced Material Engineering (AME 2016)
Series
Advances in Engineering Research
Publication Date
June 2016
ISBN
10.2991/ame-16.2016.75
ISSN
2352-5401
DOI
10.2991/ame-16.2016.75How to use a DOI?
Copyright
© 2016, 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  - Yu-Qian Li
AU  - Jia-Yu Wu
AU  - Hao-Wei Gu
AU  - Zong-Yong Chen
AU  - Xiao-Bing Shi
AU  - Hong Yuan
PY  - 2016/06
DA  - 2016/06
TI  - An Equivalent Model of Corrugated Structures
BT  - Proceedings of the 2nd Annual International Conference on Advanced Material Engineering (AME 2016)
PB  - Atlantis Press
SP  - 457
EP  - 463
SN  - 2352-5401
UR  - https://doi.org/10.2991/ame-16.2016.75
DO  - 10.2991/ame-16.2016.75
ID  - Li2016/06
ER  -