EFFECTS OF IMPERFECTIONS ON THE BUCKLING BEHAVIOR OF AXIALLY COMPRESSED CYLINDRICAL SHELLS
Author:
Affiliation:
1. Dept. of Architecture and Civil Engineering, Toyohashi University of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/63/514/63_KJ00004087374/_pdf
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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