A SURVEY ON BUCKLING AND VIBRATIONS OF A VISCOELASTIC BEAM UNDER DISTRIBUTED LATERAL AND AXIAL LOADS

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

EIPAKCHI H.R.; SEDDIGHI H.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF SIMULATION AND ANALYSIS OF NOVEL TECHNOLOGIES IN MECHANICAL ENGINEERING (JOURNAL OF SOLID MECHANICS IN ENGINEERING) Year:2011 | Volume:3 | Issue:2 Page(s): 13-21

Download Full-Text

Persian Verion

View:

1,761

Download:

Cites:

Information Journal Paper

Title

A SURVEY ON BUCKLING AND VIBRATIONS OF A VISCOELASTIC BEAM UNDER DISTRIBUTED LATERAL AND AXIAL LOADS

Author(s)

EIPAKCHI H.R. | SEDDIGHI H. | Issue Writer Certificate

Keywords

VISCOELASTIC BEAM VIBRATIONQ3

VISCOELASTIC BEAM BUCKLINGQ3

EIGENFUNCTIONS EXPANSION METHODQ3

AXIAL AND LATERAL LOADINGSQ3

Abstract

In this paper, based on Kelvin and Linear Standard Solid models, dynamic response and the buckling load of a viscoelastic beam under lateral and axial loads have been determined. The governing equations have been extracted using Euler and Timoshenko theories and their analytical solutions have been obtained by using the EIGENFUNCTIONS EXPANSION METHOD. Buckling load have been calculated by using the Euler and Timoshenko beam theories based on Kelvin and standard models. The results have been compared with the elastic case. The results show that the simulation of a viscoelastic beam with an elastic case, is not a reasonable approximation for moderately high damping. Also, the damping parameter has not been appeared explicitly in the buckling load determination, even though the buckling load of a viscoelastic beam is 50% more than an elastic beam.

Cites

No record.

References

No record.

Cite

APA: Copy

EIPAKCHI, H.R., & SEDDIGHI, H.. (2011). A SURVEY ON BUCKLING AND VIBRATIONS OF A VISCOELASTIC BEAM UNDER DISTRIBUTED LATERAL AND AXIAL LOADS. JOURNAL OF SIMULATION AND ANALYSIS OF NOVEL TECHNOLOGIES IN MECHANICAL ENGINEERING (JOURNAL OF SOLID MECHANICS IN ENGINEERING), 3(2), 13-21. SID. https://sid.ir/paper/171300/en

Vancouver: Copy

EIPAKCHI H.R., SEDDIGHI H.. A SURVEY ON BUCKLING AND VIBRATIONS OF A VISCOELASTIC BEAM UNDER DISTRIBUTED LATERAL AND AXIAL LOADS. JOURNAL OF SIMULATION AND ANALYSIS OF NOVEL TECHNOLOGIES IN MECHANICAL ENGINEERING (JOURNAL OF SOLID MECHANICS IN ENGINEERING)[Internet]. 2011;3(2):13-21. Available from: https://sid.ir/paper/171300/en

IEEE: Copy

H.R. EIPAKCHI, and H. SEDDIGHI, “A SURVEY ON BUCKLING AND VIBRATIONS OF A VISCOELASTIC BEAM UNDER DISTRIBUTED LATERAL AND AXIAL LOADS,” JOURNAL OF SIMULATION AND ANALYSIS OF NOVEL TECHNOLOGIES IN MECHANICAL ENGINEERING (JOURNAL OF SOLID MECHANICS IN ENGINEERING), vol. 3, no. 2, pp. 13–21, 2011, [Online]. Available: https://sid.ir/paper/171300/en

Related Journal Papers