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FIFTH CANADIAN CONFERENCE ON NONDESTRUCTIVE ... - IAEA

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By design, these A/E monitoring equipments have been targeted toward<br />

inspection type applications. These are typically short term monitoring<br />

tasks that attempt to identify (and in some cases locate) the presence of<br />

active defects in a structure undergoing some form of stress. This<br />

equipment is versatile in that they may be used to monitor several<br />

structure types (pressure vessels, piping, bridges, cranes, etc). However,<br />

with few exceptions, the operation of the equipment and interpretation of<br />

the results requires the constant attention of a skilled operator. These<br />

skills range from an understanding of electronic instrumentation and their<br />

software operating systems, to metallurgical damage mechanism that are<br />

active in the structure being monitored. Hence, the A/E monitor operator<br />

is an incredible individual. Their experience on a given structure is<br />

acquired over a relatively short term test. Also, they are asked to<br />

interpret A/E data without the benefit of learning what affect the service<br />

history of a structure may have had on its acoustic emission behavior.<br />

This is further complicated if the structure is monitored while being<br />

stressed under conditions that do not replicate the service environment<br />

(eg. hydro-static pressure testing of pulp digesters).<br />

Where this equipment has been used for continuous monitoring of large<br />

structures (eg. offshore platforms in the North Sea) the long range<br />

transmission of analog signals appeared as one problem that affects the<br />

overall A/E monitoring reliability. This hardware problem has several<br />

remedies, one of which is to improve the packaging, connectors and to<br />

transmit the A/E signal on a frequency modulated carrier. The overall<br />

system configuration is not changed by this, but it is an improvement in<br />

reliability.<br />

3. Present Concept:<br />

The present concept for the continuous A/E monitoring of large structures<br />

borrows heavily from seismological techniques. As shown in Figure 2 the<br />

concept can be described in terms similar to the operation of several<br />

seismic observatories co-ordinated by a central seismic analysis centre.<br />

In addition, the type of data processing performed by seismologists may<br />

also prove beneficial for the interpretation of A/E signals (ie. assessing<br />

the relavence of A/E signals amongst background noise). Aside from this<br />

concept, the methods of A/E signal analysis presently being investigated<br />

is not possible on conventional A/E monitoring equipment; nor was it<br />

intended to be.

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