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Testing of Concrete in Structures: Fourth Edition

Testing of Concrete in Structures: Fourth Edition

Testing of Concrete in Structures: Fourth Edition

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150 Load test<strong>in</strong>g and monitor<strong>in</strong>gFigure 6.9 Measurements on suspended weights (photograph by courtesy <strong>of</strong> G.B.G.Structural Services).transducer (Figure 6.10) will enable a visual on-site capability together witha complete data logg<strong>in</strong>g <strong>of</strong> the load test displacements for later retrieval, process<strong>in</strong>gand presentation. Gauges will normally be located at midspan and1/4 po<strong>in</strong>ts (Figure 6.11) to check symmetry <strong>of</strong> behaviour. If the memberis less than 150 mm <strong>in</strong> width, one gauge located on the axis at each po<strong>in</strong>tshould be adequate, but pairs <strong>of</strong> gauges as <strong>in</strong> Figure 6.11 should be used forwider members. The selection <strong>of</strong> gauge size will be based on the expectedtravel, and although gauges can be reset dur<strong>in</strong>g load<strong>in</strong>g this is not recommended.The gauges must be set so that they can be easily read with am<strong>in</strong>imum <strong>of</strong> risk to personnel and so that the chance <strong>of</strong> disturbance dur<strong>in</strong>gthe test is small. Telescopes may <strong>of</strong>ten be convenient for this purpose. Read<strong>in</strong>gsshould be taken at all <strong>in</strong>cremental stages throughout the test cycles

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