scholarly journals Damage Identification of CFRP Laminated Beam by the Natural Frequency Change Using Response Surface Methodology.

1999 ◽  
Vol 65 (632) ◽  
pp. 776-782 ◽  
Author(s):  
Takaomi INADA ◽  
Yoshinobu SHIMAMURA ◽  
Akira TODOROKI ◽  
Hideo KOBAYASHI ◽  
Haruo NAKAMURA
2010 ◽  
Vol 132 (4) ◽  
Author(s):  
M. S. Patil ◽  
Jose Mathew ◽  
P. K. Rajendrakumar ◽  
Sumit Karade

The presence of defect in the bearing (outer race, inner race, or ball) results in increased vibrations. Time domain indices such as rms, crest factor, and kurtosis are some of the important parameters used to monitor the condition of the bearing. Radial load and operating speed also have an important role in bearing vibrations. The interaction between the defect size, load, and speed helps to study their effect on vibrations more effectively. Response surface methodology (RSM) is a combination of statistical and mathematical techniques to represent the relationship between the inputs and the outputs of a physical system. But so far, the literature related to its application in bearing damage identification is scarce. The proposed study uses RSM to study the influence of defect size, load, and speed on the bearing vibrations. Kurtosis is used as response factor. Experiments are planned using Box Behnken design procedure. Experiments are performed using 6305 ball bearings and the results have been presented. MINITAB statistical software is used for analysis. It is seen from the analysis of the experimental results that the defect size, interaction effect of defect size and load, and interaction effect of defect size and speed are significant. Response surface method using Box Behnken design and analysis of variance has proved to be a successful technique to assess the significant factors related to bearing vibrations.


2006 ◽  
Vol 2006 (0) ◽  
pp. _249-1_-_249-6_
Author(s):  
Fumiyasu KURATANI ◽  
Toshikio KURAMITSU ◽  
Saiji WASHIO ◽  
Tadao YAMANO

2009 ◽  
Vol 413-414 ◽  
pp. 669-676 ◽  
Author(s):  
Sheng En Fang ◽  
Ricardo Perera

As a combination of statistical and mathematical techniques, response surface methodology gives explicit functions to express the relationship between the inputs and outputs of a physical system. This methodology has been widely applied to design optimization, response prediction and model validation but so far little literature related to its application in structural damage identification has been found. Therefore this paper presents a systematic damage identification procedure consisting of four steps of feature selection, parameter screening, primary response surface modeling and updating, reference-state response surface modeling with damage identification realization. 2k factorial design and central composite design are adopted to construct response surface models for parameter screening and model updating purposes, respectively. The proposed method is verified against an experimental reinforced concrete frame and it is found that the proposed method works well in damage prediction.


2013 ◽  
Vol 671-674 ◽  
pp. 897-901
Author(s):  
Dong Sheng Yao ◽  
Hai Ling Xing ◽  
Song Tao Xue

A full-scale, three-storey, light timber frame of a residential house was tested in-situ to investigate the effect of structural damage, temperature and relative humidity changes on its natural frequency. As expected, test results provide the evidence of the significant influence that temperature and relative humidity changes have on the natural frequency of the test structure. Regression analysis of the test results revealed that the natural frequency change of the structure is generally in a linear relationship with the variation of both relative humidity and temperature. Furthermore, variation of natural frequency induced by relative humidity and temperature may be much stronger than that induced by damage of structural members. It is concluded and recommended that the effect of temperature and relative humidity change should be considered when the natural frequency is used as an indicator for damage identification of timber constructions.


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