Bundesanstalt für Materialforschung und -prüfung

International Symposium (NDT-CE 2003)

Non-Destructive Testing in Civil Engineering 2003
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Specimen for the improvement of NDT-methods Design and construction of a large concrete slab for NDT methods at BAM

Alexander Taffe, Kerstin Borchardt, Herbert Wiggenhauser
Federal Institute for Materials Research (BAM), Berlin, Germany

Abstract

The performance and reliability of NDT-CE methods must be assured to establish these methods for standard testing in construction and structure management. To develop and test NDT-methods as well as to investigate their reliability specimens with well-defined properties (defects and dimension) are needed. The design and construction of a large concrete specimen (40 m2) with various fixtures to simulate compaction faults, grouting faults and the variation of dimensions is described.

1 Introduction

In 2002 a Large Concrete Slab (LCS) was designed and constructed at the BAM-site in Berlin. Practical experience in NDT-testing for more than ten years and urgent research topics from own investigations and applications defined the construction. The concrete slab has an area of 10 x 4 m2 with a regular thickness of 30 cm. The large dimensions of the specimen are necessary to minimize boundary effects on the measured signals and to establish well-defined defects with varying properties.

The concrete slab is partitioned in two sections referring to different testing problems. One section contains tendon ducts with different diameters and grouting defects along the prestressing steel. The other section provides areas with varying thickness and voids. Auxiliary elements like thermo-elements, water inlet and reinforcement mats are implemented. In addition ten meters long ducts with 30 cm spacing below the subsurface allow radiography for a detailed reference testing.

To gain full information about an investigated area a scanner system has been developed allowing high resolution testing with high reproducibility. The scanner-system can be used for automated impact-echo, ultrasonic-echo, radar and thermography measurements.

2 Foundation of the slab

Fig 1: Foundation of the slab with ducts to position radiation sources.

The slab has been founded on a basement with 10 m long PVC ducts in a distance of 30 cm (Figure 1). These ducts allow positioning a radiation source approx. 30 cm below the specimen. So radiography is possible for every part of the slab.

3 Tendon ducts with grouting faults

This section of an area from 4 x 5 m2 contains eleven tendon ducts with well defined compaction faults (Figure 2). The following parameters have been varied:

  • Diameter of the tendon ducts (35..120 mm)
  • Concrete cover of the tendon ducts (50..190 mm)
  • Size and location of the grouting faults
  • Number and position of the wires (Æ0,6") in the tendon ducts

Fig 2: Tendon ducts with different diameters and duct with grouting fault.

4 Section with reduced slab thickness and compaction faults

The thickness of the slab is varied in geometry and dimension. The following parameters have been varied:

  • Reduced slab thickness from 30 cm to 25 cm and 20 cm
  • Variation of the geometry (Figure 3)
  • Slant backside from 30 cm down to 15 cm
  • Roughness of the backside surface
  • Variation of the slab thickness

Fixtures to simulate compaction faults have been embedded on a determined location (Figure 4).

Fig 3: Reduced slab thickness with variation of geometry. Fig 4: Location of compaction faults and auxiliary devices

Auxiliary devices like thermo-elements and a steel plate at the backside of the slab are embedded. The steel plate is provided for calibration purposes. The thermo-elements allow the recording of the temperature distribution in the slab in combination with thermography.

5 Area with bonding variation and other fixtures

Fig 5: Joint with anchors embedded in synthetic resin.

An area with different bonding conditions respectively contact conditions between two concrete layers (15 cm each) is also provided. This area consists of five sections (approx. 70 x 70 cm2) with two concrete layers. Acoustic conditions of the boundary can be investigated.

A joint over the whole depth between the two sections is arranged (Figure 5). Due to design to transfer transverse force coated anchors embedded in synthetic resin are integrated. The detection of these anchors embedded in resin or concrete and their cover can be investigated.

Fixtures like a corrosion bar mat and water inlet are designed to simulate dampness and initiating corrosion. Also choride induced corrosion will be initiated to perform potentialfield testing.

6 Scanner system

A multifunctional scanner system to perform automated radar-, ultrasonic- and impact-echo-testing has been developed. Simultaneously measurements with different methods can be achieved at an effective range up to 4 x 10 m2, whereas the scanner can be arranged on flat areas in horizontal and overhead arrangements.

Fig 6: Scanner system with radar and impact-echo device

With the scanner system the measuring grid can be varied over a very large range. The high resolution of data points due to a small grid provides a maximum of information about the inner structure. These results of the scanner supported testing methods can be compared with the data from radiography as a reference test method. Hence evaluation and validation of the testing methods, arrangements and performance can be done. Due to this automated data acquisition more reliable data independent of the operator will be achieved and a high reproducibility of measurements is guaranteed. For further information about the scanner system please contact [1].

7 Perspective

The well-defined location of voids and geometry allows method comparison and combination (data fusion) as well as calibration of measurement devices. Reference testing with radiography can be performed along the whole area of 40 m2. Gained data can be compared and verified.

The test facility can also serve as a reference test -site. Operating personnel can be instructed to guarantee a certain level of qualification of applied testing methods. The LCS is accessible to everyone concerned with NDT to test his equipment.

References

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  2. Müller, W. (IZfP Saarbrücken), Schmitz, V., Krause, M. and H. Wiggenhauser (Vortragender): Improved Detection of Tendon Ducts and Defects in Concrete Structures using Ultrasonic Imaging In: Proceedings of the CSNI Workshop, 10-11th April 02, DIN Institute Berlin (OECD Nuclear Energy Agency), in print
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  13. Maierhofer, C.: Radaranwendungen im Bauwesen DGZfP-Zeitung 72, Deutsche Gesellschaft für zerstörungsfreie Prüfung, Berlin, 2001, S. 43-50
  14. Krause, M., Mielentz, F., Milman, B., Müller, W., Schmitz, V. und H. Wiggenhauser: Ultrasonic imaging of concrete members using an array system NDT&E International 34 (2001) 9, pp. 403-408
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  16. [1] G. Wedler, BAM IV.4, email: gerd.wedler@bam.de
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