Features of nonlinear deformation and critical states of shell systems with geometrical imperfections

Author:

Hudramovych V. S.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials

Reference124 articles.

1. I. Ya. Amiro and V. A. Zarutskii, Theory of Ribbed Shells [in Russian], Naukova Dumka, Kyiv (1980).

2. M. S. Anderson, “Buckling of imperfect periodic lattice structures,” in: M. T. Thompson and G. W. Hunt (eds.), Collapse: The Buckling of Structures in Theory and Practice, Cambridge Univ. Press, Cambridge (1983), pp. 209–219.

3. J. Arbocz, “The effect of initial imperfections on shell stability,” in: Y. C. Fung and E. E. Sechler (eds.), Thin Shell Structures: Theory, Experiment and Design, Prentice Hall, Englewood Cliffs, N.J. (1974), pp. 205–245.

4. J. Arbocz, “Shell stability analysis in theory and practice,” Chapter 4 in: J. M. T. Thompson and G. W. Hunt (eds.), Collapse: The Buckling of Structures in Theory and Practice, Cambridge University Press, Cambridge (1983), pp. 43–74.

5. V. A. Bazhenov and A. I. Gulyar, “Semianalytic finite-element method in problems of nonlinear continuum mechanics,” Int. Appl. Mech., 39, No. 4, 402–437 (2003).

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