Flex Gradient Optimization on Stiffened Steel Plate of Profiled Plate Rubber Support

Article Preview

Abstract:

The plate rubber support is widely used in railroad bridge. To analyse its capability of transverse displacement resistance and increase its life-span, the finite element model of profiled plate rubber support is established by nonlinear finite element method. The influence of flex gradient of stiffened steel plate to the function of the plate rubber support is analyzed and the optimal gradient is obtained.The method and conclusions are available for designing of plate rubber support.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 97-101)

Pages:

2806-2809

Citation:

Online since:

March 2010

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2010 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Yuechun W. Construction of railroad, 2003, (3) : 7-9(in Chinese).

Google Scholar

[2] Yuechun W, Yuanjun L. Construction of railroad, 2003, (3) : 28-35 (in Chinese).

Google Scholar

[3] Xiaoqiu Z, Junsheng Zh, Shicheng Zh. Construction of railroad, 2004, (7): 21-27 (in Chinese).

Google Scholar

[4] Xiaoqiu Z. Construction of railroad, 2004, (7) : 12-14(in Chinese).

Google Scholar

[5] Wei W. Special rubber goods, 2004, 25(4) : 8-10(in Chinese).

Google Scholar