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논문 기본 정보

자료유형
학술저널
저자정보
Prosun Kumar Datta (Indian Institute of Technology) Sauvik Biswas (Indian Institute of Technology)
저널정보
한국항공우주학회 International Journal of Aeronautical and Space Sciences International Journal of Aeronautical and Space Sciences Volume.12 Number.1
발행연도
2011.3
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1 - 15 (15page)

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This paper reviews most of the research done in the field of tensile buckling characteristics pertaining to aerospace structural elements with special attention to local buckling and parametric excitation due to periodic loading on plate and shell elements. The concepts of buckling in aerospace structures appear as the result of the application of a global compressive applied load or shear load. A less usual situation is the case, in which a global tensile stress creates buckling instability and the formation of complex spatial buckling pattern. In contrast to the case of a pure compression or shear load, here the applied macroscopic load has no compressive component and is thus globally stabilizing. The instability stems from a local compressive stress induced by the presence of a defect, such as a crack or a hole, due to partial or non-uniform applied load at the far end. This is referred to as tensile buckling. This paper discusses all aspects of tensile buckling, theoretical and experimental. Its far reaching applications causing local instability in aerospace structural components are discussed. The important effects on dynamic stability behaviour under locally induced periodic compression have been identified and influences of various parameters are discussed. Experimental results on simple and combination resonance characteristics on plate structures due to tensile buckling effects are elaborated.

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Abstract
1. Introduction
2. General Theories Involving Tension Buckling, Vibration and Dynamic Instability
3. Buckling, Vibration and Dynamic Stability Behaviour of Plate and Doubly Curved Panels Under Non-Uni form Tensile Loading
4. Tension Buckling, Vibration and Dynamic Instability of Plates and Panels with a Hole under Tension
5. Experimental Program
6. Concluding Remarks
Acknowledgements
References

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UCI(KEPA) : I410-ECN-0101-2012-558-004477887