scispace - formally typeset
Open AccessBook

Finite Element Model Updating in Structural Dynamics

Reads0
Chats0
TLDR
A comparison of Numerical Data with Test Results and Iterative Methods Using Modal Data for Model Updating shows that the former is more accurate than the latter.
Abstract
Preface. 1. Introduction. 2. Finite Element Modelling. 3. Vibration Testing. 4. Comparing Numerical Data with Test Results. 5. Estimation Techniques. 6. Parameters for Model Updating. 7. Direct Methods Using Modal Data. 8. Iterative Methods Using Modal Data. 9. Methods Using Frequency Domain Data. 10. Case Study: an Automobile Body M. Brughmans, J. Leuridan, K. Blauwkamp. 11. Discussion and Recommendations. Index.

read more

Citations
More filters
Journal ArticleDOI

Flutter Analysis of Aerostructures Test Wing with Test Validated Structural Dynamic Model

TL;DR: In this article, the mass properties, natural frequencies, and mode shapes are matched to the target data and the mass matrix orthogonality is retained to minimize the model uncertainties for the structural dynamic model of the Aerostructures Test Wing.
Book

A Bayesian probabilistic approach to damage detection for civil structures

Hoon Sohn
TL;DR: In this paper, a branch-and-bound search scheme is devised to expedite the search for the most likely damage event without exhaustively examining all possible damage cases, and load-dependent Ritz vectors are incorporated into the Bayesian framework.
Journal ArticleDOI

Structural Damage Detection Using Generalized Flexibility Matrix and Changes in Natural Frequencies

TL;DR: In this paper, a generalized flexibility matrix is constructed by using the measured first frequency and the extended mode shape only, and it is further used to detect the possible damaged elements, while the number of damage-extent parameters to be determined in the algorithm is remarkably reduced.
Journal ArticleDOI

Response surface-based structural damage identification using dynamic responses

TL;DR: It has been observed that the RS model generated using the first three translational modal frequency and the corresponding first two mode shapes are quite efficient in detecting as well as localizing the damage in the shear building with proper quantification.
Journal ArticleDOI

A model updating approach based on design points for unknown structural parameters

TL;DR: In this article, the authors proposed an updating algorithm to modify the numerical models by using the design points for unknown structural properties, which is tested on a column and a 2D frame models.