EFFECTS OF IMPERFECTIONS ON THE BUCKLING BEHAVIOR OF AXIALLY COMPRESSED CYLINDRICAL SHELLS

Author:

YAMADA Seishi1,IMAIZUMI Chikako1

Affiliation:

1. Dept. of Architecture and Civil Engineering, Toyohashi University of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference24 articles.

1. 2) LORENZ R. Die nichtachsensymmetrische Knickung Dunnwanger Hohlzylinder. Phys. Z.. (1911) vol.13, p.241-260.

2. 3) DONNELL L. H. A new theory for the buckling of thin cylinders under axial compression and bending. Trans. ASME. (1934) vol.56, p.795-806.

3. 4) BATISTA R. C. A design approach for axially compressed unstiffened cylinders. Stability Problems in Engrg Structures and Components. Applied Science. (1979) p.377-399.

4. 5) VON KARMAN T. The buckling of thin cylindrical shells under axial compression. J. Aeronatural Sci.. (1941) vol.8, p.303-312.

5. 6) ALMROTH B. O. Post-buckling behaviour of axially compressed circular cylinders. AIAA J.. (1963) vol.1, p.630.

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1. FORMULA TO EVALUATE THE COMPRESSIVE BUCKLING STRENGTH FOR SHELLS WITH MULTIPLE CURVATURES;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-05-01

2. A STUDY ON BUCKLING AXIAL FORCE OF AXIALLY COMPRESSED CYLINDRICAL LATTICED PANNEL;Journal of Structural and Construction Engineering (Transactions of AIJ);2003

3. A STUDY ON ELASTO-PLASTIC BUCKLING BEHAVIOR OF ORTHOGONALLY ANISOTROPIC CYLINDRICAL LATTICED SHELL UNDER AXIAL COMPRESSION;Journal of Structural and Construction Engineering (Transactions of AIJ);2003

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