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Structural Engineering and Mechanics
  Volume 75, Number 3, August10 2020, pages 311-325
DOI: http://dx.doi.org/10.12989/sem.2020.75.3.311
 


A natural frequency sensitivity-based stabilization in spectral stochastic finite element method for frequency response analysis
Gil-Yong Lee, Seung-Seop Jin and Yong-Hwa Park

 
Abstract
    In applying the spectral stochastic finite element methods to the frequency response analysis, the conventional methods are known to give unstable and inaccurate results near the natural frequencies. To address this issue, a new sensitivity based stabilized formulation for stochastic frequency response analysis is proposed in this paper. The main difference over the conventional spectral methods is that the polynomials of random variables are applied to both numerator and denominator in approximating the harmonic response solution. In order to reflect the resonance behavior of the structure, the denominator polynomials is constructed by utilizing the natural frequency sensitivity and the random mode superposition. The numerator is approximated by applying a polynomial chaos expansion, and its coefficients are obtained through the Galerkin or the spectral projection method. Through various numerical studies, it is seen that the proposed method improves accuracy, especially in the vicinities of structural natural frequencies compared to conventional spectral methods.
 
Key Words
    uncertainty quantification; spectral stochastic finite element method; frequency response; natural frequency sensitivity
 
Address
Gil-Yong Lee and Yong-Hwa Park: Department of Mechanical Engineering, KAIST, 291 Daehak-ro Yuseong-gu Daejeon 34141, Republic of Korea
Seung-Seop Jin: Sustainable Infrastructure Research Center, Korea Institute of Civil Engineering and Building Technology (KICT), Goyang-Si 10223, Republic of Korea
 

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