ANALYSIS OF POST BUCKLING BEHAVIOR OF CIRCULAR PLATES UNDER UNIFORM LOADING USING RAYLEIGH–RITZ METHOD

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.

MAZHARI E.; MUSAVI A.; SABETGHADAM A.; SHAHIDI A.R.

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

Journal Paper

Paper Information

Journal: JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL) Year:2010 | Volume:29 | Issue:1 Page(s): 17-28

Download Full-Text

Persian Verion

View:

956

Download:

Cites:

Information Journal Paper

Title

ANALYSIS OF POST BUCKLING BEHAVIOR OF CIRCULAR PLATES UNDER UNIFORM LOADING USING RAYLEIGH–RITZ METHOD

Author(s)

MAZHARI E. | MUSAVI A. | SABETGHADAM A. | SHAHIDI A.R. | Issue Writer Certificate

Keywords

CIRCULAR PLATEQ3

BUCKLINGQ2

POST BUCKLINGQ3

LARGE DEFLECTIONQ3

SHAPE FUNCTIONSQ3

HOOKIAN DISPLACEMENT FIELDQ3

RAYLEIGH-RITZ METHODQ3

Abstract

This paper is intended to analyse the post BUCKLING behavior of annular plate under the effects of symmetric uniform loading using RAYLEIGH-RITZ METHOD. This is done first by formulating the problem in large defection using Von-Karman nonlinear theory. The geometry in natural coordinate system using the correct and useful mapping and the development of displacement fields in natural coordinate system using Hierarchic, Hermitian and Lagrange SHAPE FUNCTIONS respectively in interpolation of out-of-plane and in-plane displacement field of plates are also considered. Finally, we deal with the presentation of a proper HOOKIAN DISPLACEMENT FIELD for controlling post BUCKLING behavior of CIRCULAR PLATEs. To solve the problems, this methid enjoys a number of advantages including continuity in stress and strain, few numbers of degree of freedom and application of bounder easy conditions.

Cites

No record.

References

No record.

Cite

APA: Copy

MAZHARI, E., MUSAVI, A., SABETGHADAM, A., & SHAHIDI, A.R.. (2010). ANALYSIS OF POST BUCKLING BEHAVIOR OF CIRCULAR PLATES UNDER UNIFORM LOADING USING RAYLEIGH–RITZ METHOD. JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL), 29(1), 17-28. SID. https://sid.ir/paper/173657/en

Vancouver: Copy

MAZHARI E., MUSAVI A., SABETGHADAM A., SHAHIDI A.R.. ANALYSIS OF POST BUCKLING BEHAVIOR OF CIRCULAR PLATES UNDER UNIFORM LOADING USING RAYLEIGH–RITZ METHOD. JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL)[Internet]. 2010;29(1):17-28. Available from: https://sid.ir/paper/173657/en

IEEE: Copy

E. MAZHARI, A. MUSAVI, A. SABETGHADAM, and A.R. SHAHIDI, “ANALYSIS OF POST BUCKLING BEHAVIOR OF CIRCULAR PLATES UNDER UNIFORM LOADING USING RAYLEIGH–RITZ METHOD,” JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL), vol. 29, no. 1, pp. 17–28, 2010, [Online]. Available: https://sid.ir/paper/173657/en

Related Journal Papers