Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
Static, vibration and buckling behavior of laminated composite and sandwich skew plates is studied using an efficient C0 FE model developed based on refined higher order zigzag theory. The C0 FE model satisfies the interlaminar shear stress continuity at the interfaces and zero transverse shear stress conditions at plate top and bottom. In this model, the first derivatives of transverse displacement have been treated as independent variables to overcome the problem of C1 continuity associated with the plate theory. The C0 continuity of the present element is compensated in the stiffness matrix formulation by adding a suitable term. In order to avoid stress oscillations observed in the displacement based finite element, the stress field derived from temperature is made consistent with the total strain field by using field consistent approach. Numerical results are presented for different static, vibration and buckling problems by applying the FE model under thermo mechanical loading, where a nine noded C0 continuous isoparametric element is used. It is observed that there are very few results available in the literature on laminated composite and sandwich skew plates based on refined theories. As such many new results are also generated for future reference.
Rocznik
Tom
Strony
887--898
Opis fizyczny
Bibliogr. 15 poz., tab., wykr.
Twórcy
autor
- Department of Civil Engineering Indian Institute of Technology Roorkee-247 667, India
autor
- Department of Civil Engineering Indian Institute of Technology Roorkee-247 667, India
Bibliografia
- Babu C.S. and Kant T. (1999): Two shear deformable finite element models for buckling analysis of skew fibrereinforced composite and sandwich panels. – Compos. Struct., vol.46, No.2, pp.15-124.
- Chakrabarti A. (2003): An efficient layer-wise finite element model for static, vibration and buckling analysis of composites and sandwich laminates with inter-laminar imperfections. – Ph.D. Thesis, Department of Ocean and Naval Architecture IIT, Kharagpur, West Bengal, India.
- Haldar S. (2002): Static and dynamic analysis of composite plates, shells and folded plates using a high precision shallow shell element. – Ph.D. Thesis, Department of Applied Mechanics, Bengal Engineering College (Deemed University), India.
- Jaunky N., Knight N.F. and Ambur D.R. (1995): Buckling of arbitrary quadrilateral anisotropic plates. – AIAA J., vol.33, No.5, pp.938-944.
- Kabir H.R.H. (1995): A shear-locking free robust isoparametric three-node triangular finite element for moderately thick and thin arbitrarily laminated plates. – Comput. and Struct., vol.57, No.4, pp.589-597.
- Kant T. and Babu C.S. (2000): Thermal buckling analysis of skew fibre-reinforced composite and sandwich plates Rusing shear deformable finite element models. – Compos. Struct., vol.49, pp.77-85.
- Naganarayana B.P., Rama Mohan P. and Prathap G. (1997): Accurate thermal stress predictions using C0 continuous higher-order shear deformable elements. – Comput. Methods in Applied Mech. and Eng., vol.144, pp.61-75.
- Prabhu M.S.S. and Durvasula S. (1974): Thermal buckling of restrained skew plates. – ASCE J. Eng. Mech., vol.100, No.6, pp.1292-1295.
- Prabhu M.S.S. and Durvasula S. (1974): Elastic stability of thermally stressed clamped-clamped skew plates. – ASME J. Appl. Mech., vol.41, No.3, pp.820-821.
- Prabhu M.S.S. and Durvasula S. (1976): Thermal post-buckling characteristics of clamped skew plates. – Comput. Struct, vol.6, No.3, pp.177-185.
- Prakash T., Singha M.K. and Ganapathi M. (2008): Thermal postbuckling analysis of FGM skew plates. – Engg. Struct., vol.30, pp.22-32.
- Reddy A.R.K. and Palaninathan R. (1995): Buckling of laminated skew plates. – Thin-Walled Struct., vol.22, No.4, pp.241-259.
- Sheikh A.H., Haldar S. and Sengupta (2002): A high precision shear deformable element for the analysis of laminatem composite plates of different shapes. – Compos. Struct., vol.55, pp.329-336.
- Vosoughi A.R., Malekzadeh P., Banan M.O.R. and Banan M.A.R. (2011): Thermal postbuckling analysis of laminatem composite skew plates with temperature-dependent properties. – Thin Walled Struct., vol.49, pp.913-922.
- Wang S. (1997): Buckling analysis of skew fibre-reinforced composite laminates based on first-order shear deformation plate theory. – Compos. Struct., vol.37, No.1, pp.5-19.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-06e575c0-15bc-4cf6-a628-c505c927b709