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The results show that addition of steel fibers can effectively improve the shear strength and shear toughness of RCA concrete.
It is shown that the shear toughness increases for the more constrained case.
This makes shear toughness and strength depend on the constraint of the expansion.
The results indicate that AC overlay on PCC pavement can reach its optimal performance in terms of shear toughness when the GFMA is used at the interlayer.
Additionally, the influences of incorporating hybrid fibres on flexure, direct shear toughness and residual load were also studied.
The shear toughness of composites is jointly determined by the crystal orientation of copper layer and the chirality of graphene.
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The unloading shear fracture toughness was found to increase as the shear strain rate increased.
This work evaluated the value of shear fracture toughness (GIIC) and CZM laws of bonded joints.
Moreover, comparative assessments in terms of shear resistance, toughness and force transfer across the cracked interfaces are performed and discussed.
The unloading shear fracture toughness is generally consistent with the amount of bulk solder on the fractured surface.
The addition of the FA changes the shear fracture toughness KIIc.
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