A similar failure is shown for Beam-0°/90°/45° in Figure 18, wherein crushing of concrete led to side cover delamination and rupture of the sheet.
After the ultimate shear load, the strengthened beams exhibit an almost complete loss of load carrying capacity within a very small deflection range (about one half of that of the control beam); this is due to the loss of stiffness caused by side cover delamination and/or rupture of sheet.
Thus, the GORE EXCLUDER leg stent graft (12 × 100 mm) was deployed to cover the site of rupture.
The moment rate function for each subfault was expressed by 10 basic triangle functions with 8 s durations overlapping by 4 s, which can cover a 44-s rupture duration at each subfault.
In total, 33 complications in 24 patients (46%) occurred (tissue in- and/or overgrowth (n = 8), stent migration (n = 10), ruptured stent cover (n = 6), food obstruction (n = 3), severe retrosternal pain (n = 2), esophageal rupture due to stent removal (n = 2) and hemorrhage (n = 2)) (Table 3).
In total, 33 complications in 24 (46%) patients occurred (tissue in- or overgrowth (n = 8), stent migration (n = 10), ruptured stent cover (all Ultraflex; n = 6), food obstruction (n = 3), severe pain (n = 2), esophageal rupture (n = 2), hemorrhage (n = 2)).
In this chapter, the most common pathological processes that affect textiles membrane covers are analyzed: fabric rupture, standing water (leading to soiling and possible deformation), wrinkles, and corrosion or rupture of metallic anchorage components.
The advantage of the cell is that the rupture of pit cover can be controlled during the metastable or stable pitting growth periods, and in which the effect of the cover on pitting stability is affirmed.
In terms of coseismic stress perturbation at 1 km depth, the stress shadow covers most of the major rupture zone, which explains that aftershocks occurred only sporadically at shallow depths (< 5 km depth).
The vast rupture area of this event covered the rupture areas of several past large earthquakes (e.g., a M7.3 foreshock two days before, and the 1978 M7.5 and 2005 M7.0 earthquakes offshore from Miyagi prefecture), as well as a shallower zone that had previously been considered a stable aseismic zone.
