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This figure shows the strains at the locations where the strain gauges were mounted.
Before the strain gauges were mounted, the outer surface's initial imperfections were measured (Fig. 3).
Strain gauges were mounted on beam and column longitudinal and transverse rebars to monitor strains throughout the tests as shown in Fig. 13.
Two strain gauges were mounted horizontally along the circumference at the mid height of the test region, 180° apart to measure the circumferential strain.
Post-yield two element rosette strain gauges were mounted at various locations within the gauge length to measure the longitudinal and circumferential strains.
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Strain gauges are mounted to capture the strain distribution along the CFRP length.
A strain gauge is mounted on the sample surface near the chevron notch to detect the fracture onset, and a laser gap gauge (LGG) is used to monitor the crack surface opening distance (CSOD) during the dynamic test.
The strain gauge was mounted on a rack and pinion so that the attached muscle could be lengthened or shortened.
In addition, 2 strain gauges of 6 mm gauge length were mounted on the mid-height of the column longitudinal bars in order to measure the developed normal strain at the mid-height section.
Four strain gauges, each with an active gauge length of 1 mm, were mounted on the lower gabbro cylinder at 3-mm intervals along the saw-cut.
Four strain gauges (purple, red, green, and orange) were mounted on the lower gabbro to directly monitor local strains parallel and adjacent to the fault, while one strain gauge (white) was mounted on the upper gabbro to measure the mean axial strain of the sample.
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