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 inInternational journal of solids and structures Vol. 36; no. 6; pp. 789 - 812
Main Authors Dhondt, Guido, Köhl, Manfred
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 01.02.1999
Elsevier Science
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ISSN0020-7683
1879-2146
DOI10.1016/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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ISSN:0020-7683
1879-2146
DOI:10.1016/S0020-7683(97)00335-1