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Based on this limited study, it can be found that, in most cases, concrete AE parameter characteristic could reflect the concrete crack propagation and its complete structure failure during the loading procedure.
This method was adopted for the analyses of the frames during the loading procedure.
However, the value of the expected strains during the loading procedure well exceed the presented values of the standard deviation of the horizontal strain.
During the testing of specimens B103 B109, the stereo-vision digital image correlation technique (3D-DIC) has been adopted to assess the displacements and deformations during the loading procedure.
Reaction plates were maintained at 5°C during the loading procedure.
Stiffness loss during the loading procedure was observed through continuous monitoring of displacement of the arm on the loading device using a CCD Laser Displacement Sensor (LK Series, Keyence Corp. Osaka, Japan).
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In addition, tensile strain in the top and bottom rebars indicates the development of axial tension during the second half of the loading procedure.
These numerical analyses aimed to study in detail the onset and propagation of damage in the skin-stringer joint during the load procedure.
For the loading procedure, 0.01% autologous plasma was used during the first 2 h, 0.04% for the next 4 h, and finally 0.28% for the last 20 h.
The loading procedure has been described above (see section In vivo mechanical loading).
The loading procedure is the same as mentioned above.
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