Geodesic
Elastic stability of an excentric circular annulus
Theoretical and applied mechanics, Tome 5 (1979) no. 1, p. 51 .

Voir la notice de l'article provenant de la source eLibrary of Mathematical Institute of the Serbian Academy of Sciences and Arts

In this contribution elastic stability of an eccentric circular annulus is treated. The central wall plane was placed in a complex number plane ($z$) and conformally mapped onto an eccentric circular annulus of a complex number plane $(\zeta)$. With the help of the differential method and the IBM 1130 computer, the buckling coefficients are defined numerically in this way for a wall that is cantilevered from both sides and which is characterized by uniform compressive stress $(P_N=P_Z0)$ on both edges or by uniform compressive stress $(P_N=0)$, $(P_Z0)$ is only loaded on the outer edge. The results and deviations are shown in the tables and diagrams. 
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     author = {France Kosel},
     title = {Elastic stability of an excentric circular annulus},
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     number = {1},
     year = {1979},
     language = {en},
     url = {http://geodesic.mathdoc.fr/item/TAM_1979_5_1_a5/}
}
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France Kosel. Elastic stability of an excentric circular annulus. Theoretical and applied mechanics, Tome 5 (1979) no. 1, p. 51 . http://geodesic.mathdoc.fr/item/TAM_1979_5_1_a5/