The objective of this project is to develop a prototype magnetic sensor that can reliably
estimate the remaining cross sectional area of exposed or hidden corroded prestressing
strands in a laboratory setting. This proposal is a request for phase II funding.
Phase I completion has been extended until December 31, 2009.
Dominant mechanisms for sudden failure of bridges are corrosion and fatigue. These
are slow developing phenomena and adequate sensors to detect them do not currently
exist. Despite national studies, no effective nondestructive sensor technology has
been identified for prestressing strand corrosion. An effective sensor for corrosion
will be able to get a snapshot of the corrosion in time by sensing the corrosion byproducts
or a direct change in member properties due to corrosion. This is a radical departure
from the usual process of measuring a quantity, such as strain, which is a secondary
effect of corrosion. The need for the proposed sensor is particularly acute in Ohio
where there are many prestressed box girder bridges.
The phase I work is ongoing, but we have two clear findings. 1) Magnetic detection
can reliably distinguish cross sectional areas and 2) our present magnet is not large
enough. The first finding shows that development of a practical sensor can be undertaken
with a reasonable prospect of success. The second finding shows whether we detect
the remanent magnetism or the magnet field, we will need to come much closer to magnetic
saturation than is possible with the present small electromagnet. In addition, our
work has highlighted the need for a stronger theoretical basis and our initial interaction
with a large industrial electromagnet firm has shown the importance of developing
a commercial partnership. Overall, the phase I work has given us confidence that the
core idea of magnetic detection of prestressing strand area is sound and set the agenda
for the proposed phase II work.
In phase II, we need to secure access to a larger better designed electromagnet, to
broaden and deepen our theoretical base, to identify difficulties that could be fatal
to the development of the sensor and carry out proof of concept resolutions, and to
engage a commercial partner. A larger electromagnet that can reach a higher level
of magnetic saturation and is designed for use with concrete will allow us to get
an adequate signature of the remaining strand cross section. Achieving an effective
magnetization through concrete requires an understanding to the magnetic properties
of concrete and of the magnetic fields for objects not in contact with the magnet.
Based on our work, the fundamental difficulties that could be fatal to the sensor
development are the need to magnetize our specimen from one side and the need to “see”
through concrete. Access to a simple, larger electromagnet can provide proof of concept
resolution for these issues. A commercial partner will have larger electromagnets,
expertise to help determine what characteristics of concrete are critical, and experience
in the engineering and fabrication of practical electromagnets.
