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New Technique for Steel Bridge Inspection and NDT

08/16/2009 3:56 AM

Introduction

Internal stresses are to be considered as the following: 1) Operational strains referring to loads that the material is subject and calculated 2) Residual stresses in the material caused by heat treatments or stresses caused by welding, forging, casting, etc. The new technique is able to measure the applied load and residual stress that are balanced on the surface of the material, and in a relatively large volume, at times even the same size as the entire structures. This stress is part of the metal's elasticity field and has a three axis spatial orientation.

Description

Elastic oscillations (also called vibrations) of an elastic material consisting of elementary masses alternately moving around their respective balance positions; these movements cause a transformation of the potential energy into kinetic energy. This phenomenon takes place due to reactions (elastic forces) that the aforementioned masses produce in opposition to elastic movements; these reactions are proportional according to Hooke's Law to the same movements. The elastic waves that are produced propagate according to a fixed speed that depends on how rapidly the elemental masses begin to oscillate.
Elastic waves of this type are called "permanently progressive", and they propagate at a constant speed which is absolutely independent of the speed with which the elemental masses move during the oscillating motion, and therefore also their respective oscillations. It is easy to verify that the elastic oscillations, from a material point P (in which the elemental mass m is supposedly concentrated) are harmonic. In reality, due to the fact that in any moment the elastic force that is applied to P is proportional to the distance x of the point from its position of balance 0, P acceleration (caused by the proportionality between the forces and the corresponding accelerations) is also proportional to x; this is demonstrated in the harmonic movement. The impulse creates in the metallic mass a harmonic oscillation (vibration) which is characterized by a specific frequency ù² and by a width equal to dx (movement of the relative mass). If a constant impulse is produced in the metallic material, the elastic oscillation generated in the P point will also produce a sinusoidal wave with specific width, acceleration, speed and period values.

This wave is longitudinal when the direction of the vibration is equal to the P point movement, or is transversal, and in both cases the values of the results are identical; the only difference is the ¼ delay of the phase.

Impact with the metallic surface results an elastic deformation energy.

Ed = Ei – ( Ek + Ep )

Ei = Impact energy Ek = Kinetic energy

Ed = elastic deformation energy Ep = plastic deformation energy + lost energy


Ed = ½ K dx² = ½ m ω² dx² K = constant elastic material (stiffness)

Behavior elastic metals, due to new discovery

Fig. 1 Fig.2

The system works through the accelerometer mounted with a magnetic base to generate the acceleration value of the vibrations created by the device impacting on the metal surface. The acceleration value, in combination with other parameters, permits obtaining the exact value of the residual stress or load applied in the desired point. This value will appear on the display directly in N / mm ². For non-magnetic metals, wax or gel will be used to mount the accelerometer.

The system doesn't recognize the compressive from tensile stress.

Fig .3

Quality of surface

The test method requires smooth surfaces free of oxides, paint, lubricants, oil. The indentation deep and the accurately of the test depend from the roughness of the surface. For the preparation of the surface, is necessary, must be careful not to alter the surface over certain values of heating or hardening. More practical results can be realized by using a high-speed grinder (> 12000 rpm).

Conclusion

Application of this type of non-destructive method NDT provides the possibility to measure residual stress and the effect of the service load in a very rapid and simple way on any point of the metallic surface. The testing method requires smooth surfaces free of oxides, paint, lubricants and oil. Precision depends on the roughness of the surface. This technology has demonstrated its validity over years of mechanical experimentation and has confirmed its theoretical basis. The new system provides a full-field, large area inspection, in real time to point-by-point inspection too rapid and easy

About residual stresses


The residual stress in a metal doesn't depend on its hardness, but from the elasticity module or Young module and from its chemical composition.
The hardness of a metal indicates its ability to absorb elastic or plastic energy, but through it not possible to determine the value of residual stress. In a metal with the same hardness we will have different values of this stress. .
The residual stresses tend to equilibrate themselves in the surface of the material.

The measurement made with all the major methods, X-ray, string gauge (destructive), optical etc. the residual stress is determined between the measuring the displacement of the equilibrium point the reticule crystalline.
The method discovered analyzes the value of frequency and vibratory acceleration generated by an impulse with the subsequent reaction elastic (elastic field) from the metal.

You will realize the convenience of this technique.

1) Portable system easy to use and very swift.
2) NDT non-destructive test.

3) Repeatable in unlimited number of points.

4) All metals type (a-magnetic)

5) Don't expensive. Effective for welding, hardened treatments, vessels control,

bridges, pipes line, aeronautics, NDT inspection for every metal types.

Test example

p.i. Ennio Curto.

More www.scribd.com/doc/8661767/HANDHELD-RESIDUAL-STRESSES-MEASUREMENT-NDT

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#1

Re: New Technique for Steel Bridge Inspection and NDT

08/16/2009 7:02 AM

Are you the author and owner of the document that's referenced, Ennio?

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#4
In reply to #1

Re: New Technique for Steel Bridge Inspection and NDT

08/16/2009 9:34 AM

I am the researcher than after 15 years of test and study I have discovery this important system for residual stress mesureament and applied loads in the metals.

Best regards

Ennio Curto.

Vicenza (Italy)

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#2

Re: New Technique for Steel Bridge Inspection and NDT

08/16/2009 8:35 AM

Hi Ennio.

you said

"The residual stress in a metal doesn't depend on its hardness, but from the elasticity module or Young module and from its chemical composition.
The hardness of a metal indicates its ability to absorb elastic or plastic energy, but through it not possible to determine the value of residual stress. In a metal with the same hardness we will have different values of this stress. .
The residual stresses tend to equilibrate themselves in the surface of the material."

The residual stress in a metal doesn't depend on its hardness, but from the elasticity module or Young module and from its chemical composition. Chemistry has a lot to do with probable microstructures, but not residual stress. Just as you said in the following line: 'In a metal with the same hardness, we will have different values of this stress; In a metal with the same chemistry, we will have different values of this stress."

Residual stress is a result of the steel's Thermomechanical history. (heat treat, cold work, etc.) I agree that a steel's response to such processes is a result of its chemical composition.

"The hardness of a metal indicates its ability to absorb elastic or plastic energy, but through it not possible to determine the value of residual stress." Actually hardness measures its resistance to penetration. The various impact tests, Charpy and Izod for instance, are quantitative measures of the specimens ability to absorb energy in impact, Tensile and Yield tests are quantitative measures of ability to withstand energy in tension.

"In a metal with the same hardness we will have different values of this stress. . "Substituting the word "can" for "will" makes this statement one we can agree with. However the given is dependent upon thermomechanical history and geometry of the part.


"The residual stresses tend to equilibrate themselves in the surface of the material."
I'm not sure I understand what this is really trying to say. Yes there can be/are different stresses in surface of a part as compared to the core.If the surface is in compression, and the center is in tension, removal of surface material will cause the part to bow (think milling a flat) the piece will 'warp" toward the flat. if the surface is in tension, and the center in compression, sawing longwise down it s length will cause the two sides of the bar to open up wide. If the bar closes down on the saw, the OD is in compression.

If the stresses are greater than the material can withstand, the "equilibration" that you mention would be the formation of a stress crack.

We agree that there can be different stresses surface vs center; not sure that we agree about equilibration of such stresses on surface.

Final point:

"This stress is part of the metal's elasticity field and has a three axis spatial orientation." All solids have a three axis spatial orientation. Of particular concern to metallurgists and engineers, however, are triaxial stresses. because of their role in material failures.

Your acoustic technology looks like it will be an easy to use and relatively inexpensive process, I'm not sure that the market for structural inspection is looking at residual stress as much as material failures- but I'm not a structural guy. Good luck with your product!

milo

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#3
In reply to #2

Re: New Technique for Steel Bridge Inspection and NDT

08/16/2009 9:26 AM

Thank you Milo

Write to me for more explications about the theory.

Best regards.

Ennio Curto

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#6
In reply to #2

Re: New Technique for Steel Bridge Inspection and NDT

08/17/2009 7:48 AM

Dear Milo,

You have the right misunderstandings born from my bad English language. Point one: the hardness depends on the chemical composition of the metal Fe, C, Al, Mg, Cr, eke.. but the residual stress can not be measured by the change of hardness of a metal, that I wanted to say, as a metal one with the same hardness may have a residual stress that can be equal to zero or values to the limit of break point of the material itself. After working as a welding, heat treatment and so on. the value of hardness can change but not necessarily its residual stress; in a few words, the residual stress has nothing to do with the hardness of a metal.
Point two, the residual stress balances it selves on the surface, this of course depends on the thickness. What serve the x-rays, the string gauge, the induced currents and so on. verify for solder bridges, pipe line, vessel etc
My new system, does not need to calculate the residual stresses of a large block of steel as the blind hole, you do not need so much material that other work will make like forging, rolling, eke.
The space stress space or volume stress is no more than the sum of the resulting components as the axis x, y, z . 6t = √ x² + y² + z²

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#7
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Re: New Technique for Steel Bridge Inspection and NDT

08/17/2009 9:20 AM

Ennio, No harm and no foul.

I just wanted to make certain that what was posted was accurate, You certainly appear to have the understanding of the technology!

Good luck with your instrumentation.

milo

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#8
In reply to #7

Re: New Technique for Steel Bridge Inspection and NDT

08/17/2009 9:36 AM

Very Well Milo,

Thank you and my sincerely regards.

Ennio Curto

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#9
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Re: New Technique for Steel Bridge Inspection and NDT

08/18/2009 10:53 AM

Nice interchange. I won't begin to try to add to it, but I do have a question.

Milo, you refer to "acoustic technology". I wasn't able to understand that a frequency had been established. Did I miss it? Or is it just intuitive to those who understand the technology in greater depth than I?

Lyn

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#10
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Re: New Technique for Steel Bridge Inspection and NDT

08/18/2009 11:05 AM

Hi Lyn. Thats a fair question.

I used 'acoustic technology' because he was talking "vibrations."

See this section near the top:

Behavior elastic metals, due to new discovery

Fig. 1 Fig.2

The system works through the accelerometer mounted with a magnetic base to generate the acceleration value of the vibrations created by the device impacting on the metal surface. (To me that says sound waves, whether I can hear them or not; impact the material create a wave; his device then measures that with an accelerometer)

His other point about using a wax couplant also sealed the deal.

He didn't specify a frequency, but the words vibrations and harmonics and waves in the earlier material told the tale.

milo

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#11
In reply to #10

Re: New Technique for Steel Bridge Inspection and NDT

08/18/2009 11:15 AM

OK,

It's just semantics. Having been in the noise and vibration cancellation field, acoustic, to me has a cut off point. But for the purposes of this discussion we're interested in the vibrations no matter if you can hear them, or not.

I'll go away now.

Thanks!

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#5

Re: New Technique for Steel Bridge Inspection and NDT

08/17/2009 1:10 AM

We happen to have been discussing audio testing of thin cellular core structures for aerospace applications at our company this week, and today! I would be very interested in more information...

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#12

Re: New Technique for Steel Bridge Inspection and NDT

09/06/2009 10:53 AM

Hello Enio et al,

Interesting discussion. Residual Bolt Stress has been measured for years using specialized ultrasonic equipment. Here's a link describing one such device: Ultrasonic Bolt Elongation Measurement

This is a very effective method of ensuring that proper bolt load has been applied at the time of construction. It's also used to monitor and readjust migrated bolt loads in the future. The technology is much more accurate than DTIs because the latter can't indicate over-tightened bolts. And, for the reasons described here, it's much more accurate than torquing.

Food for thought?

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#13
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Re: New Technique for Steel Bridge Inspection and NDT

09/06/2009 1:56 PM

Dear HeviiGuy

Ultrasonic stress measurement techniques are based on the acoustic-elasticity effect, according to which the velocity of elastic wave propagation in solids is dependent on the mechanical stress. I believe is very difficult to measure exactly the residual stress value with the wave velocity (sound velocity).

The same type of metal change the elastic module , the hardness, not to much the density this depend from the percentage of other components. But you can't measure residual stress from, elastic module or hardness therefore from the velocity sound in that metal. In the same metal type don't change the hardness or elastic module or density but change completely the residual stress value.

This is my thought, I have not experience of ultra sound and my is simple consideration. The ultra sound is good for to see defects on the metal.

Ennio Curto

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#14
In reply to #13

Re: New Technique for Steel Bridge Inspection and NDT

09/07/2009 3:32 AM

NB

For same type of metal to the top I mean the same type of steel, aluminium, alloy steel etc.. When I say the same metal type after I mean metal with identical chemical compositions, steel C40, duralumin (than have the same elasticity module, hardness, density).

Ennio Curto

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#15
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Re: New Technique for Steel Bridge Inspection and NDT

09/07/2009 10:30 AM

Hello Enio,

A point of clarification: The ultrasonic method provides an indirect and comparative method to measure residual bolt stress. It's based on the change in length of a fastener after it's been tightened. For this to occur:

  • the proper constants (temperature & material) are selected
  • one measures the fastener's free length,
  • records this value (on-board memory),
  • tightens the bolt,
  • measures the resultant stretch, and
  • "tunes" the input torque to achieve the desired bolt stress

Perhaps there could be an interesting marriage of possibilities between the two technologies!

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#16
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Re: New Technique for Steel Bridge Inspection and NDT

09/07/2009 10:56 AM

I figured that from your initial post. I guess the point is that the method you describe works only at time of install Since you need to compare to baseline length. It seems ennio's method works after the fact by more directly measuring the residual stress itself. I like your method for during the install...

How would the method you describe work on bolts after the fact on pre existing construction?

milo

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#17
In reply to #16

Re: New Technique for Steel Bridge Inspection and NDT

09/07/2009 11:20 AM

Dear Milo.

Is very difficult for my system to measure the force in the bolt, I say that the instrument is good for welding structure, for vessel for everything where is possible to fix an accelerometer with magnetic base or wax adhesive and same time to give an impact impulse. The ultra sound I believe measure the sound velocity, I measure the vibrations than are movement of mass and force not acoustic is different thing.

Look an piezoelectric accelerometer and a ultrasound sensor.

The two principia are differents.

Regards Ennio

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#18
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Re: New Technique for Steel Bridge Inspection and NDT

09/07/2009 11:41 AM

Hello Milo,

I'm quite excited about Enio's very interesting technology for its use in related applications but, yes, I think that we all agree that the UT method is more suited to ensuring proper bolt load.

Future monitoring of bolt load migration (and "tuning" if necessary) is achieved by retrieving a fastener's initial baseline data from the on-board memory (files are easily uploaded and downloaded from a PC so that device memory capacity is virtualy unlimited). Obvioulsy, this requires each critical fastener to be uniquely mapped and identified.

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#20
In reply to #18

Re: New Technique for Steel Bridge Inspection and NDT

09/07/2009 12:19 PM

So every bolt in evry bridge or building needs to be designated and a file created? And stored,And retrieved?

Knowing the rate of change of companies going under, who might have those files?Then be lost in the ensuing chaos (think enron).

If baseline data is lost for whatever reason?

I like the efficacy of Ennio's method for being direct reading, rather than a comparator to prior state.

I will save yours for initial construction.

milo

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#19
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Re: New Technique for Steel Bridge Inspection and NDT

09/07/2009 12:13 PM

Milo,

I think that I may have misinterpreted your question :

In pre-existing construction where the process had never been done, one would have to obtain baseline data by slackening each fastener, measuring the free length and then, retightening. Of course, this would be done one bolt at a time

This isn't unusual: We do it quite often when we're asked to eliminate cases of bolt breakage and/or leakage on existing process equipment.

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Users who posted comments:

BoltIntegrity (4); dkwarner (1); ennio curto (7); lyn (2); Milo (5); Steve Melito (1)

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