Detection of spalling using vibration data

This project presents a study in the effect of spalling to dynamic parameters such as natural frequencies and mode shapes. Numerical example of a slab will be used as an example in this study. The slab will be modelled using ANSYS 11.0 and various types of spalling are imposed. The changes of vibrat...

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Main Author: Hajihasani, Nadia
Format: Thesis
Language:English
Published: 2010
Subjects:
Online Access:http://eprints.utm.my/id/eprint/11368/4/NadiaHajihasaniMFKA2010.pdf
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spelling my-utm-ep.113682017-09-20T08:11:04Z Detection of spalling using vibration data 2010-07 Hajihasani, Nadia TA Engineering (General). Civil engineering (General) This project presents a study in the effect of spalling to dynamic parameters such as natural frequencies and mode shapes. Numerical example of a slab will be used as an example in this study. The slab will be modelled using ANSYS 11.0 and various types of spalling are imposed. The changes of vibration parameters are monitored and compared. The sensitivity of modal parameters to spalling is determined using the flexibility method. Since frequency only can indicate the existence of damage, mode shapes are needed to determine the location and severity of damage. Therefore in this study flexibility method is employed. Based on the results it is found that by incorporating mode shapes using flexibility method, damage location and severity can be obtained. 2010-07 Thesis http://eprints.utm.my/id/eprint/11368/ http://eprints.utm.my/id/eprint/11368/4/NadiaHajihasaniMFKA2010.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Hajihasani, Nadia
Detection of spalling using vibration data
description This project presents a study in the effect of spalling to dynamic parameters such as natural frequencies and mode shapes. Numerical example of a slab will be used as an example in this study. The slab will be modelled using ANSYS 11.0 and various types of spalling are imposed. The changes of vibration parameters are monitored and compared. The sensitivity of modal parameters to spalling is determined using the flexibility method. Since frequency only can indicate the existence of damage, mode shapes are needed to determine the location and severity of damage. Therefore in this study flexibility method is employed. Based on the results it is found that by incorporating mode shapes using flexibility method, damage location and severity can be obtained.
format Thesis
qualification_level Master's degree
author Hajihasani, Nadia
author_facet Hajihasani, Nadia
author_sort Hajihasani, Nadia
title Detection of spalling using vibration data
title_short Detection of spalling using vibration data
title_full Detection of spalling using vibration data
title_fullStr Detection of spalling using vibration data
title_full_unstemmed Detection of spalling using vibration data
title_sort detection of spalling using vibration data
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2010
url http://eprints.utm.my/id/eprint/11368/4/NadiaHajihasaniMFKA2010.pdf
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