Analysis on Random Response of a Simply Supported Beam Subjected to Distributed Load

Abstract:

Article Preview

The random vibration of simply-supported beam is simplified of the random vibration of the SDOF theory ,the paper analyse its random response. We get the displacement power spectral density function the velocity power spectral density and the acceleration power spectral density function of the maximum displacement point. The same example is calculated by ANSYS, it also get the same results.It proved that using the finite element analysis software ANSYS to anlaysis the random vibration of the simply-supported beam has advantages of fast speedhigh precisioneasy stepsthe small error and so on..

Info:

Periodical:

Edited by:

Tan Jin

Pages:

120-125

DOI:

10.4028/www.scientific.net/AMM.518.120

Citation:

X. J. Li "Analysis on Random Response of a Simply Supported Beam Subjected to Distributed Load", Applied Mechanics and Materials, Vol. 518, pp. 120-125, 2014

Online since:

February 2014

Authors:

Export:

Price:

$35.00

* - Corresponding Author

[1] GE Su- juan, LI Ji ng- bin ErrorAnalys i s of Transverse V ibrat ion Natural Frequency of Simply Supported Beam. Journa l of Zhengzhou Un i ve r s i ty ( Eng ineer i ng Sc ience) Sep . 2010Vo l 31 No5.

[2] LIWe i mi n, HEWe i, YANG L i n. The theoretical analysis and experimental study on the vibration of simple supported beam. Journa l ofGuizhou Educati on Institute (Natural Science) Vo. l 18 . No . 2Apr . (2007).

[3] Ping Wang , Xiaojing Li , Xiangzhong Bai , Zhiren Wang. The magneto-elastic random vibration of a electroconductive beam in a magnetic field. Journal of Vibration and Shock,. 2007(3).

[4] Jianmin Xiong Junrong Zhou Jinzhi Zhou. Research of Pre-stress Simple-supported Beam's Natural Frequency Based on Ansys Chinese Journal of Solid Mechanics Vol. 29 S. Issue December (2008).

[5] Ma shilin, Fu renben. mechanics of materials, Machinery Industry Press, 1996, 11.

[6] R.W. Clough.J. Pengjin. DYNAMICS OF STRUCTURES. [M]Beijing: Science and Technology Press, (1982).

In order to see related information, you need to Login.