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Interface failures and failures of the aluminium alloy limit the beneficial influence of infiltration on the cyclic properties.
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There are three major failure modes unveiled as the crosslink density and interface length vary, namely the abrupt interface failure, the gradual interface failure and the CNT break.
The tested specimens had different bond behaviours and modes of failure: bar epoxy interface failure, epoxy failure with concrete splitting, concrete epoxy interface failure and tensile failure of the concrete specimen.
Three failure types were identified during the tests: interface failure, foamed concrete failure and the mixed type.
The interface failure mode of the coating on the compression side is revealed.
Progressive interface failure in two-layer beams with partial shear connection is simulated.
The relationship between chemical compositions of asphalt binder and the interface failure parameters was investigated.
In practical applications, the interface failure often occurs under the actions of combined interface normal and shear stresses.
In addition to these fatigue results, an interface failure model is proposed to evaluate the interface lifetime.
The grout/bolt interface failure is categorised into dilational slip and parallel shear failure based on experimental observations.
Control of interface failure is one of the most efficient approaches to optimize the mechanical properties of composites.
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