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To normalize light-curing protocol for all DRC specimens, the end of guide tip from light source was maintained just above sample surface at 7 mm distance, so light beam fully covers the surface.
In all the specimens, the end slip is observed from an early stage of loading, i.e., 75%to80%0% of failure load (Figures 11a,b,c,d,e and f). 10.
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Dimples were found on the surfaces of the central part of the specimens showing infinite lifetime, suggesting that a soft metal-to-metal contact formed just before separation of the mated specimens at the end of the test.
The morphology of the generated cracks was observed by preparing sections of cracked specimens at the end of the test.
Microscopic analysis of the steel specimens at the end of the experiment showed the formation of a dense calcium-rich crystalline structure on the surface of sandblasted specimens.
Figure 6 shows the failure mode of the column specimens at the end of testing.
Bulging failure was observed for all specimens at the end of the tests.
Horizontal cracks were also observed at the upper test region for both constant current concrete specimens towards the end of the experiment.
Open image in new window Fig. 10 Comparison of crack pattern in 2D and 3D specimens at the end of tests.
To evaluate the applicability of the MDCT test to estimate the size-independent specific fracture energy of concrete (G F ), the interaction between the fracture process zone of concrete and the boundary of the MDCT specimens at the end of the test is properly analyzed.
The laboratory will also be asked to store the specimens until the end of the trial.
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