Method and a device for monitoring large metal structures

Boots – shoes – and leggings

Patent

Rate now

  [ 0.00 ] – not rated yet Voters 0   Comments 0

Details

73768, 73775, 324 64, G01N 2904, G06F 1536

Patent

active

046565957

DESCRIPTION:

BRIEF SUMMARY
BACKGROUND OF THE INVENTION

In recent years large metal structures, in particular steel structures, have been built with such large dimensions and have been used under so severe circumstances that the need for detection and localization of defects therein, e.g. cracks or fractures, has become urgent in many applications. Examples in this respect are large vessels and offshore petroleum production structures which occasionally have met with accidents that have increased the need for more accurate monitoring systems.
Various measuring principles of such monitoring systems have been suggested, i.e. methods based on vibration analysis, acoustic emission, ultrasonic systems, registration of magnetic fields as well as visual inspection. So far these methods have not been adequate in this connection, mainly because of the great strains to which the monitoring equipment can be exposed to, in particular under water. In addition to being resistant to such strains, it is also important that the monitoring systems do not entail prohibitive installation and maintenance costs, since the components or areas which are to be monitored often have very large dimensions. Systems that, for example, are based on the use of a number of transducers, e.g. for detection of vibration, acoustic emission or ultrasonic signals, may involve the mounting of a large number of transducers, each one representing a comparatively high expense and a risk of failure.
Another previously disclosed method for examination of cracks in structural parts or components is based on the measurement of the electric field that is produced in the structure. This so-called potential drop method is used for detailed examination of a crack that has been localized beforehand. The size or depth of the crack is determined by means of contact points on each side of the crack, between which the voltage is measured. The supplied current is either DC or AC with a low frequency. Different versions of the potential drop method have been published in German Patent Application No. 25 57 658 and in United Kingdom Patent Specification No. 804.323. In the former publication, a high frequency current supply is used, and the examination comprises measurements of the drop of potential as a function of the frequency. In the latter case, which in particular has been reported to concern surface cracks, a radio frequency potential is measured, which potential occurs between two separate electrodes that are moved on the surface of the structure while an oscillating electric current is supplied thereto from a source of radio frequency. Such an arrangement with movable electrodes which are to be guided all over the monitoring area cannot, however, be used for the purpose mentioned above.


SUMMARY OF THE INVENTION

The object of the present invention is to monitor, under difficult and perhaps extreme conditions, e.g.--on offshore oil drilling rigs and petroleum production platforms, large areas or surfaces of steel structures in the course of long periods of time and to detect possible defects, such as cracks or corrosion damage, as they may develop. Basically the invention involves application of the potential drop method, as the structure or a section thereof is supplied with an electric current and voltage drops are measured between contact points on the surface of the structure when the structure is in an initial condition and preferably does not have any defects. Similar measurements of voltage drops are performed on the structure when in use, which measurements are compared with the measurements from the initial condition.
The new feature of the present invention resides in the fact that the structure or a section thereof is equipped with a comparatively large number of fixed contact points arranged in a pattern with a relatively uniform distribution all over the structure or over the section which is to be monitored, and in the fact that measurements are performed on supplying an electric current through at least two contact points or electrodes on the structure so as to meas

REFERENCES:
patent: 2094234 (1937-09-01), Drain
patent: 2326352 (1943-08-01), Greenslade
patent: 3786679 (1974-01-01), Crites
patent: 4063161 (1977-12-01), Pardis
patent: 4101827 (1978-07-01), Offner
patent: 4353255 (1982-10-01), Fukuda et al.
Magnetic & Electrical Methods of Non destructive Testing; Lewis, D. M. pp. 126-129, Allen & Union Ltd. 1951, TA41024.

LandOfFree

Say what you really think

Search LandOfFree.com for the USA inventors and patents. Rate them and share your experience with other people.

Rating

Method and a device for monitoring large metal structures does not yet have a rating. At this time, there are no reviews or comments for this patent.

If you have personal experience with Method and a device for monitoring large metal structures, we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Method and a device for monitoring large metal structures will most certainly appreciate the feedback.

Rate now

     

Profile ID: LFUS-PAI-O-1090257

  Search
All data on this website is collected from public sources. Our data reflects the most accurate information available at the time of publication.