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The same pattern was observed in the HP2F1 specimen shown in Fig. 6b.
Figure 3e shows the enlarged top-view SEM image of the nanosheet on the specimen shown in Figure 3c.
A full-scale model of the specimen, shown in Fig. 5a, is a flat-type medium sized apartment building with 15 stories and four units in each story.
For the specimen, shown in Fig. 1, the dimension of cross section is 150 mm × 150 mm, and the longitudinal size is 450 mm.
The NP1F0 specimen shown in Fig. 11a exhibited rapid increases in the crack opening and slip displacements right after a diagonal crack occurred.
In the HP1F1 specimen shown in Fig. 9c, the differences between the crack openings and the slips were comparable to those of the NP1F0 specimen shown in Fig. 9a, but the magnitudes of the crack openings and the slips were smaller than in the NP1F0 specimen because of the resistances of steel fibers.
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In this section, using ANSYS and VecTor2 programs, the five specimens shown in Table 1 are analyzed.
Table 2 shows test specimens used to compare calculated strengths; all test specimens shown in Table 2 have the same dimensions, except for E-FBP (Lee 2005).
To make DCB specimens shown in Figure 1, two large GFRTP plates, whose size is 180 × 200 mm2, were bonded and cut into the specimens.
However, it should be noted that the specimens shown in Figure 5c,e,f,f was fabricated using the asher process to remove the polymeric passivation layer.
The values of cohesive toughness for STC and TPBT specimens shown in Fig. 9 also show that these values either obtained using STC specimen or TPBT specimen are in consistent with each other.
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