The effect of the geometry and the load level on the dynamic failure of rotating disks
The simplified and the higher order curved beam theory published previously ( International Journal of Solids and Structures 30 (1) , 137–149 (1993) and International Journal of Solids and Structures 31 (14) , 1949–1965 (1994) ) are applied to rotating disks with rectangular cross section subject to...
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Published in | International journal of solids and structures Vol. 36; no. 6; pp. 789 - 812 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Oxford
Elsevier Ltd
01.02.1999
Elsevier Science |
Subjects | |
Online Access | Get full text |
ISSN | 0020-7683 1879-2146 |
DOI | 10.1016/S0020-7683(97)00335-1 |
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Summary: | The simplified and the higher order curved beam theory published previously (
International Journal of Solids and Structures 30 (1) , 137–149 (1993) and
International Journal of Solids and Structures 31 (14) , 1949–1965 (1994) ) are applied to rotating disks with rectangular cross section subject to an instantaneous radial failure. The dependence of the angular size of the debris on the inner to outer radius ratio and on the load level is examined and compared with semi-empirical and experimental results in the literature. Finite element calculations confirm the results obtained with the higher order beam theory for moderate to high inner to outer radius ratios. It is shown that agreement with the experimental results can be further improved by a proper choice of the boundary conditions. |
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Bibliography: | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
ISSN: | 0020-7683 1879-2146 |
DOI: | 10.1016/S0020-7683(97)00335-1 |