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Two kinds of fracture, the single crack type for −20 and −10 °C, and the double crack type for 0 and 5 °C, are observed.
The results suggest that the crack type that predominates depends on the values of friction, confine pressure, flaw inclination angle and the ratio of shear to tensile strength.
Statistical modelling of the inspection is used to form the optimisation problem and incorporate inspection uncertainty such as crack type and location, material properties and geometry, etc.
All fatigue cracks displayed evidence of mode II and III crack type propagation with an angle orientation that conformed to the shear stress direction.
Fatigue failure of spot-welded panel structures can be evaluated by means of a fracture parameter, since a weld-spot has an external crack type geometry.
In this study, a waterborne abrasion over a large area of the test slab was developed to investigate the influence of surface cracks on the abrasion erosion resistance of concretes, with variable surface crack type and silica fume content.
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The interaction between these two crack types dominates RCF crack propagation originating from artificial defects.
The resultant crack types, crack initiation sequences and the overall crack pattern were different under different loading conditions.
Intensive parametric studies have been done for samples with various crack types, crack widths and water heads.
The initiation of two axi-symmetric crack types appearing in the test specimen is investigated.
Two crack types, a vertical crack and a horizontal crack, were observed around the artificial defect by SR micro CT.
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