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Structural Health Monitoring in Marine Structures

[+] Author Affiliations
Belinda Burton, Viktor Verijenko

University of Natal, Durban, South Africa

Paper No. OMAE2002-28278, pp. 243-249; 7 pages
  • ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering
  • 21st International Conference on Offshore Mechanics and Arctic Engineering, Volume 2
  • Oslo, Norway, June 23–28, 2002
  • Conference Sponsors: Ocean, Offshore, and Arctic Engineering Division
  • ISBN: 0-7918-3612-6 | eISBN: 0-7918-3599-5
  • Copyright © 2002 by ASME


The reliability or safety of structures may be determined in a number of ways, but one of the most accurate must surely be by direct measurement of the stresses or strain incurred by the infrastructure. Structural Health Monitoring (SHM) as it has become known, is usually accomplished by means of sensor placement at strategic locations within the given structure. While some may argue that this becomes expensive, a new method of monitoring structural health may make use of cost effective smart materials, which possess not only monitoring capabilities, but also significant load-bearing capabilities. Research is being conducted on various metastable alloys, which exhibit an austenitic phase at room temperature, but will transform to a martensitic phase structure upon application of strain. The martensitic phase has not only a greater strength than the austenitic phase, but also displays significant ferromagnetism, while the austenite is paramagnetic. Since the martensite forms in direct proportion to the strain experienced by the material, the magnetic signature increases in direct proportion to the strain. A measurement of the magnetism therefore yields a strain reading. Because some of these metastable alloys can be produced in forms, which possess significant strength, various key structural members may then be replaced with the smart material generating self-monitoring components. Only the peak strain is “recorded” within the material though, since the transformation is irreversible. This peak strain is however usually the limiting variable in determining the remaining life of the structure. The varying degrees of strength, corrosion resistance and sensitivity to strain, which can be engineered into the material, mean that a structural element correctly designed using either a metastable alloy or TRIP steel, forms the perfect passive peak strain sensor. This becomes particularly useful in inaccessible situations where non-destructive assessment is required but difficult to carry out in-situ.

Copyright © 2002 by ASME



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