A one-dimensional mathematical model is developed to analyze the buckling behavior of a two-layer beam with single delamination under clamped and simply supported boundary conditions. The characteristic equation governing buckling is developed in terms of newly introduced normalized axial and bendin
Buckling analysis of tri-layer beams with enveloped delaminations
โ Scribed by Parlapalli MS Rao; Tu Wenge; D. Shu
- Publisher
- Elsevier Science
- Year
- 2005
- Tongue
- English
- Weight
- 169 KB
- Volume
- 36
- Category
- Article
- ISSN
- 1359-8368
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