As Figure 7 shows, it is possible to ensure that the minimum fatigue life for this dental implant is 5388 years, because, below this time, the probability of failure is zero.
In this setting, the probability of failure of at least one node is not negligible.
For any design with a convex failure region not intersecting this region, the probability of failure is at most Pf.
This gives the probability of failure in a selected measurement period (e.g., one month, six months, or one year).
In this paper, the probability of failure for each section occurred under various conditions and it was supposed that they work properly with no failure rate.
In this work, the probability of failure of concrete beams under fatigue loading is computed using a modified fatigue law by considering different parameters responsible for fatigue failure as randomly distributed.
In this paper, the probability of failure of low-rise concrete moment resistant frames designed according to the 3rd edition of Iranian seismic design code of practice for buildings design, were compared in near- and far-field earthquakes.
Using the results of this investigation, the probability of failure was investigated for both the initial and shape-optimized prosthesis designs using several simple performance functions describing fatigue theory (Goodman, Gerber, Soderberg), static and dynamic failure of the cement prosthesis interface.
Hence in this section only the probability of failure lines is discussed.
In this section, decreasing the probability of failure about the cushion will not cause decreasing failure risk; therefore, we have to reduce the consequence impact of failure.
