Scholarly
    Communications Project


Document Type:Master's Thesis
Name:Vinod Raju
Email address:vraju@mail.vt.edu
URN:1997/00501
Title:IMPLEMENTING IMPEDANCE - BASED HEALTH MONITORING
Degree:MASTER OF SCIENCE
Department:MECHANICAL ENGINEERING
Committee Chair: Dr. Harley H. Cudney
Chair's email:cudney@mail.vt.edu
Committee Members:Dr. John C. Duke
Dr. Frederic Lalande
Keywords:Impedance-based health monitoring, Smart structures, Piezoelectric actuator/sensor patches, global NDE technique, health monitoring of composite-reinforced concrete structures
Date of defense:November 14, 1997
Availability:Release the entire work immediately worldwide.

Abstract:

This work is an experimental study of applying an impedance-based health monitoring technique to complex structures. The work is presented in three parts. In the first part we consider effects of the following three factors on damage detection abilities: actuator excitation level, test wire length and ambient conditions (temperature, structural loading and vibration). It was concluded that increasing the applied voltage improves the signal to noise ratio and damage detection abilities. Test wire lengths under 30m do not affect damage detection abilities. The technique is able to distinguish and detect damage even with variations in temperature, structural loading and vibration. In the second part we apply our health monitoring technique to a complex truss structure and a massive steel steam header. We discovered that with multiplexing (acquiring a single signal from distributed actuators) the actuators on the truss structure we could detect damage but with less location information. Damage detection on the steel pipe ended in inconclusive results. The use of this technique on massive structures needs further investigation. Finally, we conducted a detailed experimental study of monitoring the integrity of composite-reinforced masonry structures. We developed a software package which enables even a casual user to determine if significant damage has occurred in these structures. The technique was successfully applied to detect damage (particularly due to delamination) in these composite-concrete structures. Most significantly, the technique was also able to detect damage well in advance of actual failure. This work relies mainly on frequency response plots and damage metric charts to present the data and to arrive at any conclusions. While frequency response plots give a qualitative approach to the analysis, damage metric charts attempt to quantify the data.

List of Attached Files

APP-A.PDF APP-B.PDF APP-C.PDF
APP-D.PDF APP-E.PDF APP-F.PDF
CHAPTE_1.PDF CHAPTE_2.PDF CHAPTE_3.PDF
CHAPTE_4.PDF CHAPTE_5.PDF CHAPTE_6.PDF
CHAPTE_7.PDF CHAPTE_8.PDF ETD.PDF
REFERE_1.PDF VITA.PDF


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