| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 9641888 | Nuclear Engineering and Design | 2005 | 14 Pages |
Abstract
The results indicate that stresses versus dimensionless deformations are approximately size independent up to failure for specimens of similar geometry under similar load conditions. Local failure strains could be determined. The values are rather high and size dependent. Statistical evaluation allow the proposal of limit strains which are also size dependent. If these limit strains are not exceeded, the structures will not fracture.
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Authors
R. Krieg,