Geodesic
Elastic stability of an excentric circular annulus
Theoretical and applied mechanics, Tome 5 (1979) no. 1, p. 51 Cet article a éte moissonné depuis la source eLibrary of Mathematical Institute of the Serbian Academy of Sciences and Arts

Voir la notice de l'article

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. 
@article{TAM_1979_5_1_a5,
     author = {France Kosel},
     title = {Elastic stability of an excentric circular annulus},
     journal = {Theoretical and applied mechanics},
     pages = {51 },
     year = {1979},
     volume = {5},
     number = {1},
     language = {en},
     url = {http://geodesic.mathdoc.fr/item/TAM_1979_5_1_a5/}
}
TY  - JOUR
AU  - France Kosel
TI  - Elastic stability of an excentric circular annulus
JO  - Theoretical and applied mechanics
PY  - 1979
SP  - 51 
VL  - 5
IS  - 1
UR  - http://geodesic.mathdoc.fr/item/TAM_1979_5_1_a5/
LA  - en
ID  - TAM_1979_5_1_a5
ER  - 
%0 Journal Article
%A France Kosel
%T Elastic stability of an excentric circular annulus
%J Theoretical and applied mechanics
%D 1979
%P 51 
%V 5
%N 1
%U http://geodesic.mathdoc.fr/item/TAM_1979_5_1_a5/
%G en
%F TAM_1979_5_1_a5
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/