Slab Impulse Response

Introduction

Slab Impulse Response (Slab IR) is a rapid, non-destructive screening for integrity of structures with an easy-to-operate and simple field system producing immediate results on-site, has for a long time been on the wish list of NDT engineers and technicians.

Slab IR offers a system for this purpose, the idea being to conduct quick screening for flaws and identifying suspect areas nondestructively, for later detailed analysis, e.g. by impact-echo, or for visual inspection of drilled out cores. With the Slab IR evaluation can be conducted of :

Voiding beneath concrete slabs in highways, spillways and floors
Curling of plates
Anchoring of panels
Delaminations and honeycombing in bridge decks, slabs, walls and large structures such as dams, chimney stacks and silos
Freeze-thaw damage
Presence of ASR
De-bonding of asphalt, concrete overlays and patches from concrete substrates
Quality of stress transfer through load transfer systems across joints in concrete structures

Access

The Slab IR method requires access to the top surface for receiver locations and hammer hitting. The receiver is mounted to the surface of the slab adjacent to the impact location and generally 3-4 inches away. In easy access areas, 400-600 Slab IR tests can be performed in an 8 hour work day.

Principle

Slab IR uses a low-strain impact with an instrumented rubber tipped hammer to send stress waves through the tested element. The element acts in a bending mode and a velocity transducer, placed adjacent to the impact point, receives this response. Both the hammer and the geophone are linked to a data acquisition for processing and storage.

Both the time trace of the hammer force and the velocity transducer are processed into frequency using the Fast Fourier Transform (FFT) algorithm. Dividing the resultant velocity spectrum by the force spectrum then derives the "mobility". An example of such a mobility plot is given below for a solid concrete member.

The parameters used for the integrity evaluation are:

The dynamic stiffness (the inverse of the slope below 80 Hz of the mobility plot, the red line)
The average mobility and the mobility slope (the dotted green line)
Voids ratio (the ratio between the initial mobility peak to the average mobility)

Effectiveness

The Slab IR method is used to determine the support conditions of the slab and to map out the aerial extent of any void or poor support condition zones, but the method cannot determine the thickness of any voids found. Collecting Slab IR data at multiple, densely-spaced locations can improve the conclusions by mapping relative areas of higher and lower mobility. However, relatively low mobility does not indicate the absence of a subgrade void, but qualitatively indicates that such an area appears to be more solidly supported than an area with relatively high mobility. For thick slabs (thickness > 600mm), the interpretation of the Slab IR data becomes difficult because the stiffness of the system is controlled by the slab itself and not by the support conditions under the slab

Interpretation of Data

Support condition evaluation includes two measurement parameters.

The dynamic stiffness is calculated. The initial slope of the mobility plot indicates the quasi-static flexibility of the system. The steeper the slope of the initial part of the mobility plot, the more flexible and less stiff the system is.
The shape and/or magnitude of the mobility plot above the initial straight line portion of the curve are an indication of support condition. The response curve is more irregular and has a greater mobility value where concrete support is voided. Good support conditions where the mobility is lower, due to the decreased damping of the slab vibration response. The presence of high amplitude, low frequency spikes in the mobility plot is an additional indication of void conditions.

Platforms Available

We offer two devices available for the SASW technique. These include the NDE360 and DataPC. These offer differing levels of mobility and on-site analsysis. Please see the individual brochures for more in depth specifications for the platforms.

Additional Information

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