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It is shown that primary crack deflection most often occurs when conditions favor secondary cracking in the interphase in front of an approaching matrix crack.
Away from a primary crack, stresses are transferred by bond from the reinforcement to the concrete.
The primary crack was not arrested during the tests, indicating that the recorded maximum load could be regarded as a true maximum load.
Basalt extruded from a primary crack creeps by gravity across the surface until encountering, falling into and infilling a secondary crack.
Until the formation of the primary crack of concrete, components of the composite material change its behaviour due to the initiation and propagation of cracking mechanism.
Until the formation of the primary crack of concrete, the components of the composite material change its behaviour due to the initiation and propagation of cracking mechanism.
It was observed that crack deflection occurred by the growth of interface defects ahead of the growing primary crack.
These observations suggest that delamination crack sizes scale with loading of the primary crack front expressed in terms of J/σ0.
A similar study was also performed by Coronado and Lopez (2008), who found that the primary crack would be noticeable only with a strip width in the range of 4 8%% of the diameter of the cylinder.
The results denote the possibility to predict the orientation plane in which the primary crack would be expected to occur in a material.
In the examined configuration, we assumed that micro-crack transmission occurs due to surface relief growth in the secondary grain ahead of the primary crack.
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