Dynamic investigation of laminated composite beams with shear and rotary inertia effect subjected to the moving oscillators using FEM

An algorithm based on the finite element method (FEM) has been developed to study the dynamic response of composite laminated beams subjected to the moving oscillator. The first order shear deformation theory (FSDT) is assumed for the beam model. The algorithm accounts for the complete dynamic interaction between the components of system. The proposed method can also be applied to the general moving mass and the simplified moving force problems. After deriving the governing equations of motion of beam and oscillator, the corresponding equations of motion are integrated by applying the Newmark’s time integration procedures to obtain the system responses in each time step. The numerical results of free vibration and moving force problems analysis of isotropic and composite laminated beams are presented and, whenever possible, compared to the available analytical solution and other numerical results in order to demonstrate the accuracy of the present method. In addition, parametric analysis is carried out over a wide range of velocities and mass, frequency and damping ratios of system components.

[1]  Nam-Il Kim,et al.  Dynamic stability behavior of damped laminated beam subjected to uniformly distributed subtangential forces , 2010 .

[2]  J. Reddy An introduction to the finite element method , 1989 .

[3]  G. A. Fonder,et al.  AN ITERATIVE SOLUTION METHOD FOR DYNAMIC RESPONSE OF BRIDGE–VEHICLES SYSTEMS , 1996 .

[4]  Shen Rongying,et al.  Dynamic finite element method for generally laminated composite beams , 2008 .

[5]  S. Sadiku,et al.  On the dynamics of elastic systems with moving concentrated masses , 1987 .

[6]  A. K. Mallik,et al.  Numerical analysis of vibration of beams subjected to moving loads , 1979 .

[7]  Edward C. Ting,et al.  Dynamic response of plate to moving loads: structural impedance method , 1989 .

[8]  D. M. Rote,et al.  Vehicle/guideway Interaction For High Speed Vehicles On A Flexible Guideway , 1994 .

[9]  John M. Biggs,et al.  Introduction to Structural Dynamics , 1964 .

[10]  A. Matsuda,et al.  VIBRATION ANALYSIS OF THE CONTINUOUS BEAM SUBJECTED TO A MOVING MASS , 2000 .

[11]  L Fryba,et al.  VIBRATION OF SOLIDS AND STRUCTURES UNDER MOVING LOADS (3RD EDITION) , 1999 .

[12]  D Chang,et al.  IMPACT FACTORS FOR SIMPLE-SPAN HIGHWAY GIRDER BRIDGES. DISCUSSION , 1994 .

[13]  L. Meirovitch Analytical Methods in Vibrations , 1967 .

[14]  Chang-New Chen Dynamic equilibrium equations of composite anisotropic beams considering the effects of transverse shear deformations and structural damping , 2000 .

[15]  Michael Hartnett,et al.  Effects of speed, load and damping on the dynamic response of railway bridges and vehicles , 2008 .

[16]  S. Timoshenko,et al.  X. On the transverse vibrations of bars of uniform cross-section , 1922 .

[17]  Edward C. Ting,et al.  Dynamic response of plates to moving loads: Finite element method , 1990 .

[18]  L. Bergman,et al.  Response of elastic continuum carrying multiple moving oscillators , 2001 .

[19]  J. Reddy Mechanics of laminated composite plates : theory and analysis , 1997 .

[20]  K. Chandrashekhara,et al.  Analytical solutions to vibration of generally layered composite beams , 1992 .

[21]  Jong‐Shyong Wu,et al.  Dynamic Responses of Multispan Nonuniform Beam Due to Moving Loads , 1987 .

[22]  Andrzej S. Nowak,et al.  SIMULATION OF DYNAMIC LOAD FOR BRIDGES , 1991 .

[23]  T. Kocatürk,et al.  Free and forced vibration of a functionally graded beam subjected to a concentrated moving harmonic load , 2009 .

[24]  Joseph Genin,et al.  A complete formulation of inertial effects in the guideway-vehicle interaction problem , 1975 .

[25]  Lien-Wen Chen,et al.  Dynamic stability of spinning pre-twisted sandwich beams with a constrained damping layer subjected to periodic axial loads , 2005 .

[26]  T. E. Blejwas,et al.  Dynamic interaction of moving vehicles and structures , 1979 .

[27]  R. Guyan Reduction of stiffness and mass matrices , 1965 .

[28]  M. Şi̇mşek NON-LINEAR VIBRATION ANALYSIS OF A FUNCTIONALLY GRADED TIMOSHENKO BEAM UNDER ACTION OF A MOVING HARMONIC LOAD , 2010 .

[29]  Martin Wieland,et al.  Closure of "Bridge Vibrations Due to Vehicle Moving Over Rough Surface" , 1987 .

[30]  Ahmed K. Noor Survey of computer programs for heat transfer analysis , 1986 .

[31]  David Cebon,et al.  Dynamic Response of Highway Bridges to Heavy Vehicle Loads: Theory and Experimental Validation , 1994 .

[32]  M. Şi̇mşek,et al.  VIBRATION ANALYSIS OF A FUNCTIONALLY GRADED BEAM UNDER A MOVING MASS BY USING DIFFERENT BEAM THEORIES , 2010 .

[33]  Metin Aydogdu,et al.  Vibration analysis of cross-ply laminated beams with general boundary conditions by Ritz method , 2005 .

[34]  J. Reddy Mechanics of laminated composite plates and shells : theory and analysis , 1996 .

[35]  J. Hardin,et al.  On the response of beams to an arbitrary number of concentrated moving masses , 1969 .

[36]  Yeong-Bin Yang,et al.  A versatile element for analyzing vehicle–bridge interaction response , 2001 .

[37]  Fernando Venancio Filho Dynamic Influence Lines of Beams and Frames , 1966 .

[38]  Yeong-Bin Yang,et al.  VEHICLE-BRIDGE INTERACTION ANALYSIS BY DYNAMIC CONDENSATION METHOD. DISCUSSION AND CLOSURE , 1995 .