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"On behalf of Battlefield Newfoundland I have to forward a huge thank you for your technician's services this year. He has gone beyond the call of duty to help us get through the last couple of months of processing equipment. If more of our vendors were like this it would make our job so much easier."
Robert Simms, Service Administrator
Battlefield Equipment, Mount Pearl Newfoundland
"I have been working with Domson Engineering for over 10 years on various aspects in our high profile projects. Domson has always come to the table with cost effective ideas and solution minded staff that get the job done."
Steve Matthews, G.S.C. / Construction Manager, Structural Steel Division
E.S. Fox Ltd.
"We will be using Domson in the future for any NDT work. The response and work your staff did was excellent. My own Level III guy was very impressed."
Joseph W. Peckan, Manager of Quality Engineering, Safety and Environmental Systems
Welded Tube of Canada
"Domson's NDT testing of the chairlift cable was extremely thorough and professional and would highly recommend their services."
Don Horner
Ski Valley, Minnedosa Manitoba
"Excellent work in an accelerated time period. Thank you for your support."
Steve Watts, Technical Support Manager, Americas
Rolls-Royce Energy, CSB
"Thanks for all your work on designing our challenging lift at Whitby Co-gen. It was good to see a lift go as planned without any unexpected problems."
Gary Epps, Electrical & Power Supply Technician
Whitby Cogeneration L.P.
Q01) What is Magnetic Particle Inspection?
Q02) How does it work?
Q03) What are some of the advantages & disadvantages of MPI?
Q04) How does Domson make use of MPI?
Q05) MPI is best suited for finding surface cracks. Why would you use it on structural steel; wouldn't you miss the internal cracks?
Q01) What is Magnetic Particle Inspection?
Magnetic Particle Inspection or MPI is a nondestructive testing (NDT) method that is used to detect surface or near to surface discontinuities (such as cracks) in iron or steel. This NDT method is also often referred to as "Magnafluxing."
As its name implies, Magnetic Particle Inspection works using magnetism. Thus it will only work on a ferromagnetic material such as iron or steel.
The part or surface to be tested is placed in a magnetic field. The field is made up of flux lines that by nature move from the north pole of a magnet to the south pole. For this to happen the flux lines can either move through the air, or they can move through the metal. It is "easier" for the flux lines to move through the metal. Thus, most of them do just that; they travel in a path that is parallel to the surface being tested.
If there were a crack in the test surface, the path of the flux lines through the metal would be interrupted. The flux lines, in order to cross this "ditch" would be forced to "jump over" it by temporarily leaving the metal, and travel through the air, before returning to the metal. This causes what is called a flux leakage at the crack. The flux leakage causes the crack to become a mini magnet. At this point, if one were to sprinkle some iron filings over the area with the crack, the filings would immediately be attracted to the crack. They would form up along it in such a way that the filings would form the complete outline of the crack. This would be easily visible to the naked eye, especially if the iron filings were themselves red in color, and the test surface were painted white.
Q03) What are some of the advantages and disadvantages of MPI?
MPI has the following advantages:
MPI has the following disadvantages:
Q04) How does Domson make use of MPI?
Of all the various NDT methods, Magnetic particle inspection is the method that Domson employs the most. It is always used extensively throughout our equipment certification programmes.
MPI is used on all the critical welds on lift equipment, and other structural members. It is also used on the main bodies/sections of lifting equipment and structural steel. Examples of this include the saddle areas of lifting hooks, and the high stress corner areas of structural steels.
Lift equipment and structural steels can be subjected to continuous and/or dynamic loads (i.e. shock loads). These can cause fatigue cracks to form in the cross sections of the steel. However, whether the steel is subjected to bending or shear, or shear due to angular twisting, or any combinations of these, it is the surface of the part that is typically subjected to the highest stresses. This means that if a fatigue crack were to form on the cross section of a part, it will always form on the outer surface of the part, rather than starting somewhere in the middle or interior of the cross section. Therefore, MPI is ideally suited for finding fatigue cracks.