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Vibration analysis of structural elements using differential quadrature method
The method of differential quadrature is employed to analyze the free vibration of a cracked cantilever beam resting on elastic foundation. The beam is made of a functionally graded material and rests on a Winkler–Pasternak foundation. The crack action is simulated by a line spring model. Also, the...
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| 主要な著者: | , , |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Elsevier
2013
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| 主題: | |
| オンライン･アクセス: | https://ncbi.nlm.nih.gov/pmc/articles/PMC4195457/ https://ncbi.nlm.nih.gov/pubmed/25685406 https://ncbi.nlm.nih.govhttp://dx.doi.org/10.1016/j.jare.2012.01.009 |
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