Variability response functions for stochastic systems under dynamic excitations

Abstract The concept of variability response functions ( VRF s) is extended in this work to linear stochastic systems under dynamic excitations. An integral form for the variance of the dynamic response of stochastic systems is considered, involving a Dynamic VRF ( DVRF ) and the spectral density function of the stochastic field modeling the uncertain system properties. As in the case of linear stochastic systems under static loads, the independence of the DVRF to the spectral density and the marginal probability density function of the stochastic field modeling the uncertain parameters is assumed. This assumption is here validated with brute-force Monte Carlo simulations. The uncertain system property considered is the inverse of the elastic modulus (flexibility). The same integral expression can be used to calculate the mean response of a dynamic system using a Dynamic Mean Response Function ( DMRF ) which is a function similar to the DVRF . These integral forms can be used to efficiently compute the mean and variance of the transient system response together with time dependent spectral-distribution-free upper bounds. They also provide an insight into the mechanisms controlling the dynamic mean and variability system response.

[1]  Response variability of stochastic frame structures using evolutionary field theory , 2006 .

[2]  H. Matthies,et al.  Uncertainties in probabilistic numerical analysis of structures and solids-Stochastic finite elements , 1997 .

[3]  Manolis Papadrakakis,et al.  Analysis of mean and mean square response of general linear stochastic finite element systems , 2006 .

[4]  Sanjay R. Arwade,et al.  Variability response functions for effective material properties , 2011 .

[5]  Mircea Grigoriu,et al.  Evaluation of Karhunen–Loève, Spectral, and Sampling Representations for Stochastic Processes , 2006 .

[6]  George Deodatis,et al.  Variability Response Functions of Stochastic Plane Stress/Strain Problems , 1994 .

[7]  Gerhart I. Schuëller,et al.  Model Reduction and Uncertainties in Structural Dynamics , 2011 .

[8]  George Deodatis,et al.  Variability response functions for stochastic plate bending problems , 1998 .

[9]  R. Ghanem,et al.  Stochastic Finite Elements: A Spectral Approach , 1990 .

[10]  M. Shinozuka,et al.  Structural Response Variability III , 1987 .

[11]  Wing Kam Liu,et al.  Random field finite elements , 1986 .

[12]  Mircea Grigoriu,et al.  Applied non-Gaussian processes : examples, theory, simulation, linear random vibration, and MATLAB solutions , 1995 .

[13]  M. Shinozuka,et al.  Simulation of Stochastic Processes by Spectral Representation , 1991 .

[14]  Masanobu Shinozuka,et al.  Response Variability of Stochastic Finite Element Systems , 1988 .

[15]  Wing Kam Liu,et al.  Probabilistic finite elements for nonlinear structural dynamics , 1986 .

[16]  Roger Ghanem,et al.  Analysis of Eigenvalues and Modal Interaction of Stochastic Systems , 2005 .

[17]  Manolis Papadrakakis,et al.  Flexibility-based upper bounds on the response variability of simple beams , 2005 .

[18]  George Stefanou,et al.  Computational Methods in Stochastic Dynamics , 2011 .

[19]  G. Stefanou The stochastic finite element method: Past, present and future , 2009 .