Authors: Bin Xu, Yi Li Zhang, Shu Xian Yao, Jie Sheng Jiang
Abstract: The integrated optimization of structure and control systems is investigated for 2-D single structure using a typical planar frame taken from a building. The vibration control model is established for the plane frame, and the LQR algorithm is used to obtain equivalent stiffness and damping parameters of assigned passive controllers. The integrated optimization model, including design variables, the objective function and constraint function, is built. The design variables are the size parameters of structural elements, the parameters of the weighted matrix, the number and locations of the controllers. The maximal displacement of the controlled system in time domain is introduced as the objective function. Genetic algorithm is adopted to solve such a kind of optimization problem with discrete and continuous design variables. The results of a numerical example show that the proposed method is reasonable and effective for the integrated design of control/structural systems subjected to seismic load.
4855
Authors: Jian Jun He, Jie Sheng Jiang
Abstract: The paper presents a new improved method for structural dynamic reanalysis with large change in structure topology possessing added degrees of freedom (DOF). The method,which is based on twice reduced model of original and topological structures, combines independent mass orthogonality and Rayleigh-Ritz analysis. Two numerical examples were used to show that the presented method can provide efficient and high quality approximation result for eigenvalues reanalysis when large modifications of the structural topology are made.
628
Authors: Long Yu, Yun Ju Yan, Jie Sheng Jiang, Li Cheng
Abstract: A method based on entropy-based criteria is present to choose the optimal decomposition
of Wavelet Packets Analysis (WPA) for damage detection in composite materials. The structural
damage indexes constructed based on energy spectrum variation of the structural vibration responses
decomposed using WPA before and after the occurrence of structural damage usually generate a
complete binary tree to calculate its elements. Date mining is carried out in this paper by adoption
entropy as the criteria to choose the optimal decomposition tree. In the decomposition process, only
the sub-signals which contain main information of the original signal are decomposed to generate
next level sub-signals. New damage index is constructed based on the optimal decomposition. Then
the dimension of the damage index is reduced while still keeping its sensitive to damage. Whether
Artificial Neural Network (ANN) or genetic algorithm (GA) is used in the further process of telling
structural damage status from damage index, this reduction will make remarkable time saving.
1149
Authors: Yun Ju Yan, Huan Guo Chen, Jie Sheng Jiang
Abstract: Sensor data are the basis for health assessment of complex structural systems. Careful
selection and logical layout of sensors is critical to enable the high reliability of system health
assessment. This paper presents a methodology how to use a minimum number of sensors, and what
locations of them should be placed, so that the voltage signals received from the sensor can be used to
detect both presence and extent of damage. In this study, an optimization procedure is developed
using Genetic Algorithm (GA) to determine the location of piezoelectric sensor for damage detection
in a composite wingbox. A new damage index using all differences in voltage signals decomposed by
wavelet transform is proposed. Results show that the proposed method is available at determining
number and location of sensors for structural damage detection using piezoelectric patch sensors.
1033
Authors: Huan Guo Chen, Yun Ju Yan, Jie Sheng Jiang
Abstract: A vibration-based approach to detect crack damage in a cantilever composite wingbox is
studied using the improved Hilbert-Huang Transform (HHT). The improved HHT is composed of
HHT with Wavelet Packet Transform (WPT) and a simple but effective method for intrinsic mode
function (IMF) selection. For different damage status, in order to obtain structural dynamic responses,
which imply plentiful damage information, the composite wing boxes were excited by a contrived
square wave signal. Then, the dynamic responses of intact wingbox and damaged wingbox are
disposed using improved HHT. Finally, a feature index vector of structural damage, i.e. the ariation
quantity of instantaneous energy, is constructed. The obtained results show that the proposed damage
feature index vector is more sensitive to small damage than those in traditional signal processing.
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