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The specimen surface was inspected using non-contact profilometery every minute for the first 10 minutes of testing, with a subsequently increasing inspection interval for a total of 150 minutes.
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The fracture surfaces were inspected using scanning electron and atomic force microscopies, and the results were compared to various toughening mechanisms proposed in the literature.
Existence of composite coating was inspected using a spectrum analyzer.
Convergence of inferred BI topologies was inspected using AWTY [ 49].
Surface finish was evaluated by a surface profilometer, and tool wear and geometry were inspected using optical and scanning electron microscopes (SEM).
The drilling parameters were analysed to study their impact on the thrust force, torque and surface roughness, whereas hole quality and tool condition were inspected using optical microscopy techniques.
Initially, data should be inspected using frequency distributions and graphical techniques.
In this study, elevated railway structures constructed of reinforced concrete were inspected using active infrared thermography.
Only the final (or steady-state) CIR estimate is inspected using (21) in our simulations.
Chromatograph profiles were inspected using Chromas 2 software.
Clusters were inspected using the Genotyping Module within Genome Studio.
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