Abstract: The article describes the application of AE technique in control and evaluation of the pipe
overstraining process. The trials of overstraining were conducted according to a programme of pipe
loading with internal pressure, developed and adjusted to the examined pipe material.
In the studies two systems of acoustic emission were used, viz. PAC Mistras 2001 and Vallen
AMSY. The procedure adopted in the development of evaluation criteria based on an analysis of the
recorded acoustic events was described. Next, the criteria of evaluation were presented. The
effectiveness of the applied method, the validity of the adopted criteria, and the consistency of the
obtained quantitative results were checked during tests performed by other NDT methods.
A comparative analysis was made to serve as a complementary tool in final evaluation of the pipe
overstraining process done by AE technique.
Abstract: This work presents the results of field measurements and laboratory studies carried out
with a view to developing ways to monitor rail-wheel interaction using Acoustic Emission. It is
known that impact, wear and cracking generate AE and it is therefore expected that axle loads,
wheel out-of-roundness, speed and traction will influence the AE generated by an interaction. It is
hoped that the extent of the effect might be sufficient to permit a measure of “interaction intensity”
that could be used to quantify cumulative damage by wear and contact fatigue.
In the field measurements, AE was acquired as a train with 20 moving sources of AE (20 wheels)
passed a single sensor position and a laboratory rig has been devised which uses a single wheel
whose condition, speed and loading can conveniently be modified. Simulated source tests have
indicated that the AE wave characteristics on real rails are similar to those in the laboratory rig.
A simplified analytical model, devised for AE waves propagating from a moving source(s),
based on a ‘vehicle’ speed and wave damping coefficients, has been compared to measured results.
As a wheel rolls towards a sensor and then away from the sensor the measured AE generally rises
and falls in a predictable way. The effects of wheel and rail surface features appear to complicate
the results by introducing sharp spikes in the signals. The numerical model for AE wave
propagation from the moving sources (wheels) shows good agreement with the more slowly
changing envelope of the signals.
Abstract: A new measuring method for the detection of fine spectra of electromagnetic and acoustic
emission (EME and AE) signals from small cracks is described. It requires wide band ultra-low
noise amplifiers, analogue filters, the optimization of signal to noise ratio of sensors and the
application of noise elimination methods. Analyses of noise sources in sensors and preamplifiers are
given. They are thermal noise, polarization noise and low frequency 1/f noise. Measuring set-up
background noise suppression involving also the electromagnetic shielding allows us to detect
signals in the range of 1 to 100 nV. This measuring set-up was used to observe crack initiation in
granite samples. AE and EME signals show different behaviour in the first interval of about 20 μs
just after crack initiation. For the first stage of crack initiation the frequency spectrum of EME
signal is given by the eigen vibrations of crack walls, by the internal friction and the sample
electrical conductivity. We observed that the crack opening and crack wall vibration create the high
frequency signal in the frequency band up to 10 MHz. These signals were observed in the first time
interval of about 20 μs. After that the frequency spectrum is given by the sample eigen vibration or
the sample boundary conditions, and we have observed the spectra in the frequency range 100 kHz
to 2 MHz.
Abstract: Deteriorated concrete structures are repaired by means of grouting. In order to evaluate the
repair effectiveness two NDT techniques namely seismic tomography and acoustic emission are
applied. Using traveling time of elastic waves, structural velocity is estimated. AE activity is
monitored along with water pressurization of the permeability test. As a result, contrary to the
common expectation that the velocity increase after filling with grouting agent, enormous amount of
velocity drop was obtained after repair due to the incomplete developing process of grout material,
whereas AE activity showed dramatic decrease after repair. Furthermore after comparison of those
results to the quantity of grouting material, it became clear that damage indices based on AE activity
exhibited well the actual damage of concrete structures.
Abstract: Acoustic emission (AE) techniques have been extensively applied to concrete structures.
Up-dated results are currently standardized to inspect and evaluate the structures in service.
Consequently, test results based on these standards are reviewed and discussed.
In order to assess the damage levels of the structures, the recommended practice is proposed by
the Japanese Society for Non-Destructive Inspection. Two AE parameters of load ratio and calm ratio
are defined for qualification of the damages. It is reported that damages qualified are in good
agreement with actual damages of reinforced concrete members under bending.
AE behavior of concrete under compression could be analyzed, applying the rate process analysis.
By quantifying intact Young’s moduli of concrete from the database, relative damages of concrete in
existing structures are successfully estimated.
The committee on nondestructive inspection of steel-reinforced concrete structures in the
Federation of Construction Materials Industries, Japan, has recently published new standards on
estimation of concrete properties by elastic-wave methods. One of them is a monitoring method for
active cracks in concrete by AE, which is applied to study corrosion cracking in concrete.
Moment tensor analysis of AE can identify cracking kinematics of location, crack-type and crack
orientation, which is implemented as SiGMA procedure. Nucleation of micro-cracking due to
corrosion is identified. It is found that the mechanisms iof corrosion cracking in concrete are nearly
equally of mode I, mixed-mode and mode II.
Abstract: Acoustic Emission (AE) monitoring was performed during Pseudo-Dynamic Testing of a
torsionally unbalanced, two-storey, one-by-one bay reinforced concrete frame structure. The
structure represented a 0.7-scale model of a real-size frame structure designed and detailed
according to the standards prevailing in Greece in 60's, without engineered earthquake resistance.
Real time monitoring of AE activity versus the complex applied load resulted in semi quantitative
damage characterization as well as comparative evaluation of the damage evolution of the different
size columns. Evolution of the AE energy rate per channel, as revealed from zonal location, and the
energy rate of linearly located sources enabled the identification of damage areas and the forecast of
crack locations before cracks were visible with naked eye. In addition to that, the results of post
processing evaluation allowed for the verification of the witnessed damaged areas and formed the
basis for quantitative assessment of damage criticality.
Abstract: Acoustic emission (AE) techniques are extensively applied to a variety of fields
including civil engineering. Now a new generation of AE techniques, which are able to register and
process AE data in real-time, has appeared. Still, there exist some problems to correctly interpreting
these data and to completely understand the meaning of AE parameters. In order to solve this,
several AE waveform and spectral parameters are investigated, based on an experimental study of
concrete and reinforced concrete structures.
Abstract: Acoustic Emission (AE) testing in concrete structures shows great potential for
monitoring and assessing the health condition of structures. Source location is normally based on
the arrival times of transient signals, the simplest method is known as the Time of Arrival (TOA)
method, where the location of the damage can be determined from the arrival time of the event at
two or more sensors. When using this method, the wave velocity of the signals that propagate
through the material needs to be determined. Homogenous materials, such as steel, have welldefined
velocities, but in non-homogeneous materials such as concrete the wave velocity is more
difficult to predict. This makes the use of a single wave velocity as required in the TOA method
very difficult due to the variety of wave velocities obtained, especially for large structures.
This paper explores wave propagation in concrete structures over a variety of source to sensor
distances. Experiments were performed on a reinforced concrete beam and a reinforced concrete
slab, using an Hsu-Nelsen (H-N) Source. It is found that, in general, as the source to sensor distance
increases, the wave velocity decreases. The presence of longitudinal and transverse waves is
demonstrated and the influence of the part of the waveform used for temporal measurement is
explored. In order to provide a practical approach to velocity determination, different thresholds are
investigated and the results are discussed in relation to the wave modes present.
Abstract: An integrated system of dynamic nondestructive experiments for material process
monitoring is proposed, consisting of a combination of the AE technique with Nonlinear Elastic
Wave Spectroscopy (NEWS). Using this system, we evaluate the microstructural properties of
freshly poured concrete during hydration, with the ultimate goal to correlate these properties to its
long-term behavior. The integrated system allows online monitoring of the condition parameters, of
the internal microstructural activity by continuously triggering AE events and of the linear and
nonlinear elastic properties of the microstructure through ultrasonic pulsed and continuous wave
transmission measurements at regular time intervals. The internal temperature readings, the
evolution in the acoustic emission events and the behavior of the linear and nonlinear elastic
properties can be related to the different stages in the hydration process of concrete. The data are
analyzed as a function of the degree of hydration for various concrete compositions during the first
three days of the hydration process.
Abstract: An acoustic emission (AE) technique has been employed for nondestructive monitoring
of the performance of a laboratory scale cementitious wasteform encapsulating Al. Recorded AE
activity revealed the possibility for classification and differentiation of detected AE signals with a
potential relationship between the corrosion rate of encapsulated Al and the accumulated structural
damage within the cement matrix.