BUCKLING OF CYLINDRICAL STEEL SHELLS WITH RANDOM IMPERFECTIONS DUE TO GLOBAL SHEAR

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RAHMANI NIMA; RAZZAGHI MEHRAN S.; HOSSEINI MAHMOUD

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Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS Year:2011 | Volume:1 | Issue:PRI. NO. 2 Page(s): 39-43

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Information Journal Paper

Title

BUCKLING OF CYLINDRICAL STEEL SHELLS WITH RANDOM IMPERFECTIONS DUE TO GLOBAL SHEAR

Author(s)

RAHMANI NIMA | RAZZAGHI MEHRAN S. | HOSSEINI MAHMOUD | Issue Writer Certificate

Keywords

CYLINDRICAL SHELL

IMPERFECTION

GOBAL SHEAR BUCKLING

Abstract

This study aims to investigate the effects of geometric IMPERFECTIONs on buckling of thin CYLINDRICAL SHELLs due to global shear. To this end, more than 320 finite element models of CYLINDRICAL SHELLs with different diameter to thickness ratios were prepared. Random IMPERFECTIONs with different amplitudes were applied to numerical models. The results revealed that global buckling of CYLINDRICAL SHELLs are susceptible to IMPERFECTION patterns. It was also shown that Yamaki’s expression can be considered as upper band for plastic shear buckling of thin CYLINDRICAL SHELLs.

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APA: Copy

RAHMANI, NIMA, RAZZAGHI, MEHRAN S., & HOSSEINI, MAHMOUD. (2011). BUCKLING OF CYLINDRICAL STEEL SHELLS WITH RANDOM IMPERFECTIONS DUE TO GLOBAL SHEAR. JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS, 1(PRI. NO. 2), 39-43. SID. https://sid.ir/paper/339379/en

Vancouver: Copy

RAHMANI NIMA, RAZZAGHI MEHRAN S., HOSSEINI MAHMOUD. BUCKLING OF CYLINDRICAL STEEL SHELLS WITH RANDOM IMPERFECTIONS DUE TO GLOBAL SHEAR. JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS[Internet]. 2011;1(PRI. NO. 2):39-43. Available from: https://sid.ir/paper/339379/en

IEEE: Copy

NIMA RAHMANI, MEHRAN S. RAZZAGHI, and MAHMOUD HOSSEINI, “BUCKLING OF CYLINDRICAL STEEL SHELLS WITH RANDOM IMPERFECTIONS DUE TO GLOBAL SHEAR,” JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS, vol. 1, no. PRI. NO. 2, pp. 39–43, 2011, [Online]. Available: https://sid.ir/paper/339379/en

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