BUCKLING OF STIFFENED THIN-WALLED CYLINDRICAL SHELLS UNDER AXIAL COMPRESSION WITH SYMMETRICAL IMPERFECTIONS

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.

NOBAKHTNAMIN A.

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

Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS Year:2012 | Volume:2 | Issue:2 Page(s): 19-28

Download Full-Text

View:

310

Download:

180

Cites:

Information Journal Paper

Title

BUCKLING OF STIFFENED THIN-WALLED CYLINDRICAL SHELLS UNDER AXIAL COMPRESSION WITH SYMMETRICAL IMPERFECTIONS

Author(s)

NOBAKHTNAMIN A. | Issue Writer Certificate

Keywords

CYLINDRICAL SHELL

THIN-WALLED

STIFFENER

BUCKLING

AXIAL COMPRESSION

Abstract

This study aimed to investigate the effects of STIFFENERs on BUCKLING of thin CYLINDRICAL SHELLs under uniform AXIAL COMPRESSION. To this end, more than 300 finite element models of stiffened CYLINDRICAL SHELLs were prepared. The variables considered are shell thickness, number, dimension and the location of the vertical and horizontal STIFFENERs as well as circular symmetrical imperfections. Results show that the STIFFENERs can increase BUCKLING of the stiffened CYLINDRICAL SHELLs under AXIAL COMPRESSION. It is also shown that BUCKLING of the CYLINDRICAL SHELLs is susceptible to some circular imperfection patterns. In this context, BUCKLING graph of the models are compared with each other; obviously, the stiffened shells with more STIFFENERs have upper BUCKLING graph in force - displacement curves.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

NOBAKHTNAMIN, A.. (2012). BUCKLING OF STIFFENED THIN-WALLED CYLINDRICAL SHELLS UNDER AXIAL COMPRESSION WITH SYMMETRICAL IMPERFECTIONS. JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS, 2(2), 19-28. SID. https://sid.ir/paper/339394/en

Vancouver: Copy

NOBAKHTNAMIN A.. BUCKLING OF STIFFENED THIN-WALLED CYLINDRICAL SHELLS UNDER AXIAL COMPRESSION WITH SYMMETRICAL IMPERFECTIONS. JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS[Internet]. 2012;2(2):19-28. Available from: https://sid.ir/paper/339394/en

IEEE: Copy

A. NOBAKHTNAMIN, “BUCKLING OF STIFFENED THIN-WALLED CYLINDRICAL SHELLS UNDER AXIAL COMPRESSION WITH SYMMETRICAL IMPERFECTIONS,” JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS, vol. 2, no. 2, pp. 19–28, 2012, [Online]. Available: https://sid.ir/paper/339394/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops