Mechanical Numerical Analysis for L-Shape Traffic Signs Bar with Variable Cross-Section

Article Preview

Abstract:

L-shape traffic sign bar is composed of a stand column and a cantilever bar using bolted connection. The cross-section of stand column and a cantilever bar is closed thin wall with regular octagon and their cross sectional area is variable along axial line. The finite element simulation analysis for the bar is done under gravities and wind loads. Three-dimensional finite element model of bar is set up and stress field and displacement field is given under different load and their combination. Stress and displacement values of key parts are extracted and compared with theoretical calculation. Indicates that the theoretical calculation and finite element calculation is correct.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1250-1254

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Mechanical Calculation Model for L-Shape Traffic Signs Bar with Variable Cross-Section, the conference paper.

Google Scholar

[2] O.C. Zienkiewicz and R.L. Taylor, The Finit Element methodfor Solid and Structural Mechnics 6th ed, Elsevier Pte Ltd, New York, (2005).

Google Scholar

[3] Hua tang, Li zhao, Research on Mechanics Model of Constructing Traffic Sign, Journal of shihezi University, 24(2000)746-748.

Google Scholar

[4] Hongwen Liu,Advanced Material Mechanics,Higher Education Press, Bejing, (1987).

Google Scholar