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The paper presents the experimental results and analyses the data acquired by the sensors embedded in the specimens.
In this work, a specific modelling technique based on a cohesive zone model is applied to analyse Double Cantilever Beam (DCB) and 4-point bending End Notched Flexure (4-ENF) tests, focusing on the evolution of forces as well as of internal local strains, which have been monitored by Fibre Bragg Grating sensors embedded in the specimens.
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Temperature profiles near the burning surface were measured with a thermocouple embedded in the specimen.
Humidity sensors were embedded in the concrete specimens to measure the internal relative humidity and the variation of humidity profiles over time.
Figure 5 shows the different experimentally observed bond stress slip relationships for seven-wire strands of diameter 12.7 mm that were embedded in the concrete specimens of various maturities depending upon the steam curing duration.
In the first stage, the corrosion potential of reinforcing steels embedded in the concrete specimens was measured every day for a period of 160 days based on the ASTM C 876 standard.
The thermocouples were embedded in the test specimen to monitor the time-dependent temperatures.
The FBG sensors were embedded in the cross-ply specimens [02/90n]s and [90n/02]s, n = 2, 3, 4, at the interface along the fiber direction.
Lymph nodes that were examined included those that were embedded in the en bloc specimen and not labeled by surgeons, but were identified by the pathologists.
The specimens embedded in the lipase solution were taken out at 2 and 4 weeks' time points and exposed to tensile tests.
Cells were then infiltrated with graded mixtures of propylene oxide/Spurr's resin, and embedded in the same resin, allowing specimens to polymerize at 70°C for 8 h.
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