Buckling analysis of two-and three-layer delaminated beams with and without bridging
Delamination has been a subject of concern in engineering applications of layer structures. Buckling of two and three layer beams with asymmetrically located delaminations is studied in terms of newly introduced nondimensionalized axial and bending stiffnesses. Effective- slenderness ratio (ESR), an...
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| 格式: | Theses and Dissertations |
| 出版: |
2008
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| 在線閱讀: | https://hdl.handle.net/10356/5297 |
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| 機構: | Nanyang Technological University |