Vibration analysis of composite sandwich beams with viscoelastic core by using differential transform method

Abstract This paper deals with the vibration analysis of a three layered composite beam with a viscoelastic core. First, the equations of motion that govern the free vibrations of the sandwich beam are derived by applying Hamilton’s principle. Then, these equations are solved by using differential transform method (DTM) in the frequency domain. The variation of modal loss factor with system parameters is evaluated and presented graphically. Also, the results obtained with DTM are checked against the findings of previous studies and a good agreement is observed. It is the first time that DTM is used for the eigenvalue analysis of a sandwich structure.

[1]  D. J. Mead,et al.  Loss factors and resonant frequencies of encastré damped sandwich beams , 1970 .

[2]  N. Ganesan,et al.  Thermoelastic buckling and vibration behavior of a functionally graded sandwich beam with constrained viscoelastic core , 2006 .

[3]  B. C. Nakra,et al.  Damping analysis of partially covered sandwich beams , 1988 .

[4]  A. C. Galucio,et al.  A Fractional Derivative Viscoelastic Model for Hybrid Active-Passive Damping Treatments in Time Domain - Application to Sandwich Beams , 2005 .

[5]  Metin O. Kaya,et al.  Flexural torsional-coupled vibration analysis of axially loaded closed-section composite Timoshenko beam by using DTM , 2007 .

[6]  Ibrahim Özkol,et al.  Free vibration analysis of circular plates by differential transformation method , 2009, Appl. Math. Comput..

[7]  M. Mace Damping of Beam Vibrations By Means of a Thin Constrained Viscoelastic Layer: Evaluation of a New Theory , 1994 .

[8]  N. Ganesan,et al.  Vibration and thermal buckling of composite sandwich beams with viscoelastic core , 2007 .

[9]  Hugo Sol,et al.  Material parameter identification of sandwich beams by an inverse method , 2006 .

[10]  R. Ditaranto Theory of Vibratory Bending for Elastic and Viscoelastic Layered Finite-Length Beams , 1965 .

[11]  Alessandro Fasana,et al.  RAYLEIGH-RITZ ANALYSIS OF SANDWICH BEAMS , 2001 .

[12]  Wei-Hsin Liao,et al.  Vibration analysis of simply supported beams with enhanced self-sensing active constrained layer damping treatments , 2005 .

[13]  Ozge Ozdemir Ozgumus,et al.  Energy expressions and free vibration analysis of a rotating double tapered Timoshenko beam featuring bending–torsion coupling , 2007 .

[14]  Ibrahim Özkol,et al.  Solution of boundary value problems for integro-differential equations by using differential transform method , 2005, Appl. Math. Comput..

[15]  Roger Ohayon,et al.  Finite element formulation of viscoelastic sandwich beams using fractional derivative operators , 2004 .

[16]  E. Kerwin Damping of Flexural Waves by a Constrained Viscoelastic Layer , 1959 .

[17]  Ronald F. Gibson,et al.  Optimal constrained viscoelastic tape lengths for maximizing dampingin laminated composites , 1991 .

[18]  Vibration and dynamic stability of a traveling sandwich beam , 2005 .

[19]  Shih-Wei Kung,et al.  Vibration analysis of beams with multiple constrained layer damping patches , 1998 .

[20]  A. Lumsdaine,et al.  Analysis of Constrained Damping Layers, Including Normal-Strain Effects , 2008 .

[21]  D. J. Mead,et al.  The forced vibration of a three-layer, damped sandwich beam with arbitrary boundary conditions , 1969 .

[22]  T. Pritz Five-parameter fractional derivative model for polymeric damping materials , 2003 .

[23]  Conor D. Johnson,et al.  Finite Element Prediction of Damping in Structures with Constrained Viscoelastic Layers , 1981 .