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format) on the impact-echo method and our equipment.
Impact-Echo Technology
Impact-Echo is a method for nondestructive evaluation of concrete and
masonry, based on the use of impact-generated stress (sound) waves that
propagate through the structure and are reflected by internal flaws and external
surfaces. Impact-Echo can be used to make accurate, nondestructive, ASTM
approved measurements of thickness in concrete slabs and plates, (ASTM Standard
C 1383-98a). It can also be used to determine the location and extent of flaws
such as cracks, delaminations, voids, honeycombing and debonding in plain,
reinforced and post-tensioned concrete structures. It can locate voids in the
subgrade directly beneath slabs and pavements, measure the depth of
surface-opening cracks, and determine thickness or locate cracks, voids and other defects in
masonry structures where the brick or block units are bonded together with
mortar. Impact-echo is not adversely affected by the presence of steel reinforcing
bars.
How Impact-Echo Works

Schematic Diagram of Impact-Echo Method
A short-duration mechanical impact, produced by tapping a small steel sphere
against a concrete or masonry surface, produces low-frequency stress waves (up
to about 80 kHz) that propagate into the structure and are reflected by flaws
and/or external surfaces. The wavelengths of these stress waves are typically
between 50mm and 2000mm -- longer than the scale of natural inhomogeneous
regions in concrete (aggregate, air bubbles, micro-cracks, etc.). As a result
they are only weakly attenuated, and propagate through concrete almost as though
it were a homogeneous elastic medium. Multiple reflections of these waves within
the structure excite local modes of vibration, and the resulting surface
displacements are recorded by a transducer located adjacent to the impact. The
piezoelectric crystal in the transducer produces a voltage proportional to
displacement, and the resulting voltage-time signal (called a waveform) is
digitized and transferred to a computer, where it is transformed mathematically
into a spectrum of amplitude vs. frequency. Both the waveform and spectrum are
plotted on the computer screen. The dominant frequencies, which appear as peaks
in the spectrum, are associated with multiple reflections of stress waves within
the structure, or with flexural vibrations in thin or delaminated layers.
The fundamental equation of impact-echo is d = C/(2f), where
d is the depth from which the stress waves are reflected (the depth of a
flaw or the thickness of a solid structure), C is the wave speed, and
f is the dominant frequency of the signal. The frequency f is
obtained from the results of a test. To determine thickness or depth of a flaw,
the wave speed C must be known. It can be measured by observing the
travel time of a stress wave between two transducers held a fixed distance apart
on the concrete surface or by performing a test on a solid slab of known
thickness and observing the dominant frequency. In the latter case the equation
is rearranged to give
C = 2df (where d is the known thickness).
For more information, download our brochure
For an in-depth study of the technology, refer to the book
written by the inventor of the method,
Mary Sansalone.
Click here for a list of technical papers by
Dr. Sansalone and
her co-workers. |