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Two groups of semi-conductive strain gauges were attached at the surface of the bar to obtain the strain/stress signals.
The gauges were attached to the track at several locations along all three spans.
Electrical resistance strain gauges were attached to the reinforcement and concrete surface.
Also, it is possible that the strain gauges were attached inaccurately on the top and bottom of the hole.
For estimating the torque in DP, four strain gauges were attached to the sole of the foot (Figure 4A).
To record the strains in the steel, strain gauges were attached to the horizontal bars at various locations.
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Strain gauges are attached to the outer surface (backface) of the substrates in the lengthwise direction to measure local surface strain during crack propagation.
For end-slip measurements, two dial gauges are attached to one end of the composite slab in order to measure the relative slip between the concrete and the steel deck as shown in Figure 10.
A special hose with a pressure gauge is attached to the scuba tank and then to the gun's air container.
The crack gauge was attached on the concrete surface perpendicular to cracking direction (loading direction), and the crack width was monitored with loading.
In a typical scenario, a strain gauge is attached to a bone[6], and an electronic sensing device is employed to read the strain gauge resistance and transmit it to a computer where it can be studied and stored.
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