Geodesic
Elastic stability of an excentric circular annulus
Theoretical and applied mechanics, Tome 5 (1979) no. 1, p. 51
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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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     pages = {51 },
     year = {1979},
     volume = {5},
     number = {1},
     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/