The Multi-scale Model Study on Steel Latticed Arch

DOI

10.2991/wartia-16.2016.367How to use a DOI?

Keywords

Multi-scale model, Element beam model, Steel latticed arch, Numerical simulation

Abstract

In this study, Ansys was used to build a detailed finite element model of the steel latticed arch. The multi-scale model was adopted to analyze the behavior of the steel latticed arch and the finite element analysis results were analyzed comparing with the element beam model. The conclusion can be obtained as follows: The stress distribution of multi-scale model is basically the same with the beam element mode, but the stress and vertical displacement of the force point showed a great difference between the two kinds of models; the ultimate bearing capacity of the multi-scale model is about 40% of the beam element model.

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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TY  - CONF
AU  - Mengsha Liu
AU  - Jingyuan Li
AU  - Jinsan Ju
PY  - 2016/05
DA  - 2016/05
TI  - The Multi-scale Model Study on Steel Latticed Arch
BT  - Proceedings of the 2016 2nd Workshop on Advanced Research and Technology in Industry Applications
PB  - Atlantis Press
SP  - 1850
EP  - 1855
SN  - 2352-5401
UR  - https://doi.org/10.2991/wartia-16.2016.367
DO  - 10.2991/wartia-16.2016.367
ID  - Liu2016/05
ER  -