Damage Detection of Truss Structures Using Measured Frequency Response Function Data

Modern engineering structures such as offshore oil platforms, transmission towers, bridges and aircraft frames are regularly monitored and maintained in order to avert catastrophic failure. Despite our best efforts, sporadic failures, which may have disastrous consequences in terms of human life and resources, still occur. It is therefore important to develop techniques which lead to significant improvements in the reliability of the structures. A challenging area of structural dynamics research is concerned with the development and practical implementation of monitoring systems which can identify and quantify damage as it occurs in a structure. The development of a number of techniques that contribute to providing means to detect structural damage is the goal of the work presented in this thesis.

[1]  James M. Ricles,et al.  Damage detection in elastic structures using vibratory residual forces and weighted sensitivity , 1992 .

[2]  Robert L. Kidder,et al.  Reduction of structural frequency equations. , 1973 .

[3]  Arun Kumar Pandey,et al.  Damage detection from changes in curvature mode shapes , 1991 .

[4]  N. Petersmann Calculation of Eigenvalues using Substructures and Dynamic Condensation , 1984 .

[5]  D. Zimmerman,et al.  Structural damage detection using a minimum rank update theory , 1994 .

[6]  Claus-Peter Fritzen,et al.  Identification of mass, damping, and stiffness matrices of mechanical systems , 1986 .

[7]  I. M. Babakov,et al.  Theory of vibrations , 1964 .

[8]  B. Moore Principal component analysis in linear systems: Controllability, observability, and model reduction , 1981 .

[9]  Haell Jung ERROR SENSITIVITY OF THE INVERSE EIGENSENSITIVITY METHOD FOR MODEL UPDATING , 1992 .

[10]  Ron Potter,et al.  MASS, STIFFNESS, AND DAMPING MATRICES FROM MEASURED MODAL PARAMETERS , 1974 .

[11]  J. P. Raney,et al.  Identification of complex structures using near-resonance testing , 1968 .

[12]  Tae W. Lim,et al.  Structural damage detection using modal test data , 1991 .

[13]  David R. Martinez,et al.  System identification methods for dynamic structural models of electronic packages , 1991 .

[14]  Tae W. Lim,et al.  Submatrix approach to stiffness matrix correction using modal test data , 1990 .

[15]  Cheng-shung Lin,et al.  Location of modeling errors using modal test data , 1990 .

[16]  Jer-Nan Juang,et al.  An eigensystem realization algorithm for modal parameter identification and model reduction. [control systems design for large space structures] , 1985 .

[17]  A. R. Thoren,et al.  Derivation of mass and stiffness matrices from dynamic test data. , 1972 .

[18]  Mohamed Kaouk,et al.  Structural Health Assessment Using a Partition Model Update Technique , 1995 .

[19]  A. Leung An accurate method of dynamic condensation in structural analysis , 1978 .

[20]  A. Kabe Stiffness matrix adjustment using mode data , 1985 .

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

[22]  A. Berman,et al.  Improvement of a Large Analytical Model Using Test Data , 1983 .

[23]  Tae W. Lim,et al.  Structural damage detection of space truss structures using best achievable eigenvectors , 1994 .