A six-node, plane-stress mixed finite element model has been developed by using Hamilton's energy principle for the natural vibrations of laminated composite beams. Continuity of the transverse stress and displacement fields has been enforced through the thickness of the laminated beam in the formul
โฆ LIBER โฆ
Eccentricity effects in the finite element modelling of composite beams
โ Scribed by R.E. Erkmen; A. Saleh
- Book ID
- 116186097
- Publisher
- Elsevier Science
- Year
- 2012
- Tongue
- English
- Weight
- 443 KB
- Volume
- 52
- Category
- Article
- ISSN
- 0965-9978
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Three higher order refined displacement models are proposed for the free vibration analysis of sandwich and composite beam fabrications. These theories model the warping of the cross-section by taking the cubic variation of axial strain and they eliminate the need for a shear correction coefficient