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A quantitative evaluation indicated that a specimen with the splice-type crack arrester with a filler has a crack suppression effect 13-fold higher than that of a specimen without the crack arrester in a fracture toughness test under mode-I type loading.
Creep test results were compared with earlier Ti-6Al-4V Widmicrostructurerostudiesre studies, and they showed an increased lifetime for the Ti-6Al-4V Widmicrostructurerostructure with SiC/Cr film, which indicates a higher creep resistance than the specimen without the SiC/Cr film.
This paper describes the use of an in situ Moiré interferometer which enables crack closure readings to be taken at any point in the life of a fatigue specimen without the need to transfer the specimen from the loading machine to a separate rig.
Furthermore, it has been shown that the fatigue threshold R-curve can equivalently be determined by measuring the bridging stress distribution, in this case using fluorescence spectroscopy, using only a long crack compact tension specimen without the need for difficult small crack experiments.
In the specimen with unbonded strand, the maximum strength turned out to be 145%% higher than the maximum strength of the specimen without the strand.
This ought to allow SERS to be used to perform clinical microbial diagnostics directly on a clinical specimen without the need for the time-consuming and sometime hard to carry out creation of a bacterial pure culture.
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A majority of these studies, however, are focused on the component behavior of an RC specimen by imposing a predefined cyclic displacement history on the specimen without considering the interaction of the specimen with the entire structural system.
Firstly, the effect of scaling the brick and mortar joints to half scale was assessed, and secondly, the effect of scaling the size of the specimen without scaling the brick and mortar size was assessed.
Coseismic AEs, those occurring almost at the same time as the final fracture, were distributed throughout the specimen without favoring the fractured surface (Fig. 3c).
However, the addition of steel fibers to concrete results in the concentration of damage at the zone of maximum displacement of specimens, whereas in the specimen without steel fibers the cracks spread in the total length of the beam and finally the model fails at the zone of imposed force.
In addition, the painted specimens without the anodized film were also tested.
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