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The lateral load displacement responses for the specimen are shown in Fig. 18. Figure 18 also shows the design shear strength (366 kN) of the columns and the damage pattern of the specimens at failure.
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This is also confirmed by the following XRD pattern of the specimen.
As a result, the strength loss of these specimens was similar to the samples with 100% OPC. Figure 10e shows the XRD pattern of the specimen with 30% fly ash as SCM and 100% natural sand (FA-FNS0).
With the periodic laser pre-quenched regions being treated as periodic subsurface inclusions (PSI), the unique stress/strain pattern of the specimen is obtained by analytical modeling and FEM analysis, and the mechanisms accounting for the experimental results is preliminarily illustrated.
Failure modes and crack patterns of the specimens under cyclic loading were observed.
High damage zones of the FE models coincided with the actual failure patterns of the specimens.
Fracture patterns of the specimens, concrete matrix, and fibers at high strain rates were discussed.
Figure 3 shows the load displacement relationship of the specimens with the marks on the diagonal cracking load (( V_{cdr} )) and the ultimate load (( V_{hbox{max} } )), while Fig. 4 shows the crack patterns of the specimens at ultimate loads.
The fracture patterns of the specimens are shown in Table 2.
Based on the modulation transfer function theory, the modulation visibility decreases from 1 when the pattern frequency becomes higher; hence, the signal-to-noise ratio and the contrast of the structured TPE pattern on the specimen worsened, and as a consequence, the intensity modulation information was lost due to the induced distortion in the reconstructed image.
Failure pattern of all the specimens are shear type failure.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com