Self-weight buckling of thin elastic shells: the case of a spherical equatorial segment

Author:

Coman Ciprian D.

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,General Physics and Astronomy,General Mathematics

Reference53 articles.

1. Brush, D.O., Almroth, B.O.: Buckling of Bars, Plates, and Shells. Wiley, New York (1975)

2. Timoshenko, S.P., Gere, J.M.: Theory of Elastic Stability, 2nd edn. McGraw-Hill Book Company, New York (1961)

3. Leipholz, H.: Stability of Elastic Systems. Sijthoff & Noordhoff, Alphen aan den Rijn, The Netherlands (1980)

4. Greenhill, A.G.: Determination of the greatest height consistent with stability that a vertical pole or mast can be made, and of the greatest height to which a tree of given proportions can grow. Proc. Camb. Philos. Soc. 4, 65–73 (1881)

5. Kanahama, T., Sato, M.: Mathematical modelling to determine the greatest height of trees. Sci. Rep. 12, 2039 (2022)

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