摘要
The theoretical foundation of Youngdahl's correlation parameters, which have been used to eliminate pulse shape effects in the dynamic plastic response of two-dimensional structural members, is studied in the present paper with the aid of bounds obtained for a rigid-plastic material. It is shown that Youngdahl's empirical estimate for the structural response time is, in general, a lower bound on the actual response time. A lower bound expression is obtained for the maximum final displacement of a two-dimensional structural member when subjected to an axisymmetrically loaded transverse time-dependent pulse, which depends only on Youngdahl's correlation parameters, and offers a theoretical foundation for the validity of Youngdahl's correlation parameter method.
| 源语言 | 英语 |
|---|---|
| 页(从-至) | 172-176 |
| 页数 | 5 |
| 期刊 | Journal of Applied Mechanics, Transactions ASME |
| 卷 | 72 |
| 期 | 2 |
| DOI | |
| 出版状态 | 已出版 - 3月 2005 |
| 已对外发布 | 是 |
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