Substructuring approach to the calculation of higher-order eigensensitivity

Calculation of eigensensitivity is usually time-consuming for a large-scale structure. This paper develops a substructuring method for computing the first, second and high order eigensensitivity. The local area of a structure is treated as an independent substructure to be analyzed. The eigensensitivity of global structure with respect to a design parameter is calculated from the eigensensitivity of a particular substructure that contains the design parameter, thus allowing a significant reduction in computational cost. The accuracy and efficiency of the substructuring method is proved by a frame structure and a highway bridge.

[1]  S. Lui Kron's method for symmetric eigenvalue problems , 1998 .

[2]  Kang-Min Choi,et al.  Higher order eigensensitivity analysis of damped systems with repeated eigenvalues , 2004 .

[3]  XiaYong,et al.  Civil structure condition assessment by FE model updating , 2001 .

[4]  Akira Mita,et al.  A substructure approach to local damage detection of shear structure , 2012 .

[5]  You-Lin Xu,et al.  Inverse substructure method for model updating of structures , 2012 .

[6]  In-Won Lee,et al.  An efficient algebraic method for the computation of natural frequency and mode shape sensitivities—Part I. Distinct natural frequencies , 1997 .

[7]  J. A. Brandon,et al.  Derivation and significance of second-order modal design sensitivities , 1984 .

[8]  Zhongdong Duan,et al.  Structural damage detection from coupling forces between substructures under support excitation , 2010 .

[9]  R. Fox,et al.  Rates of change of eigenvalues and eigenvectors. , 1968 .

[10]  Mnaouar Chouchane,et al.  Second-order eigensensitivity analysis of asymmetric damped systems using Nelson's method , 2007 .

[11]  Maenghyo Cho,et al.  Iterative method for dynamic condensation combined with substructuring scheme , 2008 .

[12]  K. F. Alvin,et al.  Efficient computation of eigenvector sensitivities for structural dynamics via conjugate gradients , 1997 .

[13]  Hongping Zhu,et al.  Damage detection using the eigenparameter decomposition of substructural flexibility matrix , 2013 .

[14]  M. K. Lim,et al.  Eigenvector derivatives of structures with rigid body modes , 1996 .

[15]  Carlos A. Felippa,et al.  The construction of free–free flexibility matrices as generalized stiffness inverses , 1998 .

[16]  B. Wang,et al.  Improved Approximate Methods for Computing Eigenvector Derivatives in Structural Dynamics , 1991 .

[17]  Jun Li,et al.  Damage identification of a target substructure with moving load excitation , 2012 .

[18]  Xinqun Zhu,et al.  Condition assessment of shear connectors in slab-girder bridges via vibration measurements , 2008 .

[19]  S. T. Quek,et al.  Substructuralrst- and second-order model identication for structural damage assessment , 2005 .

[20]  Zhengguang Li,et al.  Improved Nelson's Method for Computing Eigenvector Derivatives with Distinct and Repeated Eigenvalues , 2007 .

[21]  R. M. Lin,et al.  A practical algorithm for the efficient computation of eigenvector sensitivities , 1996 .

[22]  Hongping Zhu,et al.  Substructure based approach to finite element model updating , 2011 .

[23]  Hong Hao,et al.  Civil structure condition assessment by FE model updating: methodology and case studies , 2001 .

[24]  Hoon Sohn,et al.  A Review of Structural Health Review of Structural Health Monitoring Literature 1996-2001. , 2002 .

[25]  Randall J. Allemang,et al.  THE MODAL ASSURANCE CRITERION–TWENTY YEARS OF USE AND ABUSE , 2003 .

[26]  Mnaouar Chouchane,et al.  Eigensensitivity computation of asymmetric damped systems using an algebraic approach , 2007 .

[27]  Shirley J. Dyke,et al.  Structural health monitoring for flexible bridge structures using correlation and sensitivity of modal data , 2007 .

[28]  Li Li,et al.  A parallel way for computing eigenvector sensitivity of asymmetric damped systems with distinct and repeated eigenvalues , 2012 .

[29]  Michael I. Friswell,et al.  Calculation of second and higher order eigenvector derivatives , 1995 .

[30]  N. S. Sehmi,et al.  Large order structural eigenanalysis techniques : algorithms for finite element systems , 1989 .

[31]  Richard B. Nelson,et al.  Simplified calculation of eigenvector derivatives , 1976 .

[32]  Hongping Zhu,et al.  IMPROVED SUBSTRUCTURING METHOD FOR EIGENSOLUTIONS OF LARGE-SCALE STRUCTURES , 2009 .