EFFECT OF EXPONENTIAL STRESS RESULTANT ON BUCKLING RESPONSE OF FUNCTIONALLY GRADED RECTANGULAR PLATES

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.

KHORSHIDI K.; FALLAH A.

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

Journal Paper

Paper Information

Journal: JOURNAL OF STRESS ANALYSIS Year:2017 | Volume:2 | Issue:1 Page(s): 27-33

Download Full-Text

View:

229

Download:

168

Cites:

Information Journal Paper

Title

EFFECT OF EXPONENTIAL STRESS RESULTANT ON BUCKLING RESPONSE OF FUNCTIONALLY GRADED RECTANGULAR PLATES

Author(s)

KHORSHIDI K. | FALLAH A. | Issue Writer Certificate

Keywords

BUCKLING

FUNCTIONALLY GRADED

RECTANGULAR PLATE

NAVIER

Abstract

The effect of exponential stress resultant on BUCKLING response of FUNCTIONALLY GRADED RECTANGULAR PLATEs based on exponential shear deformation theory is investigated in this paper. In exponential shear deformation theory, exponential functions are used in terms of thickness coordinate to include the effect of the transverse shear deformation and rotary inertia. The material properties of the FUNCTIONALLY GRADED plate are assumed to vary according to a power low form according to the thickness direction. The equations of motions are derived based on Hamiltons principle. To validate the formulations, present results in specific cases are compared with available results in literature and good agreement could be seen. Finally, the influence of different parameters like power law indexes, aspect ratio, and the thickness ratio on the non-dimensional critical BUCKLING load of rectangular FG plates are presented and discussed in detail.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

KHORSHIDI, K., & FALLAH, A.. (2017). EFFECT OF EXPONENTIAL STRESS RESULTANT ON BUCKLING RESPONSE OF FUNCTIONALLY GRADED RECTANGULAR PLATES. JOURNAL OF STRESS ANALYSIS, 2(1), 27-33. SID. https://sid.ir/paper/352573/en

Vancouver: Copy

KHORSHIDI K., FALLAH A.. EFFECT OF EXPONENTIAL STRESS RESULTANT ON BUCKLING RESPONSE OF FUNCTIONALLY GRADED RECTANGULAR PLATES. JOURNAL OF STRESS ANALYSIS[Internet]. 2017;2(1):27-33. Available from: https://sid.ir/paper/352573/en

IEEE: Copy

K. KHORSHIDI, and A. FALLAH, “EFFECT OF EXPONENTIAL STRESS RESULTANT ON BUCKLING RESPONSE OF FUNCTIONALLY GRADED RECTANGULAR PLATES,” JOURNAL OF STRESS ANALYSIS, vol. 2, no. 1, pp. 27–33, 2017, [Online]. Available: https://sid.ir/paper/352573/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops