Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference12 articles.
1. Stability of ribbed cylindrical shells in inhomogeneous stress–strain state;Gavrylenko,1989
2. Stability of ribbed shells of incomplete form;Gavrylenko,1999
3. Arbocz J, Starnes J, Nemeth M. On a high-fidelity hierarchical approach to buckling load calculations. Buckling predictions of imperfection sensitive shells. In: Euromech colloquium 424, The Netherlands, 2001. p. 11–4.
4. Stability of smooth and ribbed shells of revolution in a nonuniform stress–strain state;Gavrylenko;Int Appl Mech,1995
5. Gavrylenko G, Croll J. Development of numerical and analytical methods of carrying capacity calculation of shells, buckling predictions of imperfection sensitive shells. In: Euromech colloquium 424, The Netherlands, 2001. p. 34.
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Postcritical Branching Patterns for Cylindrical Shell Subjected to Uniform External Loading;Nonlinear Behaviour and Stability of Thin-Walled Shells;2013
2. In Lieu of Introduction;Nonlinear Behaviour and Stability of Thin-Walled Shells;2013