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In addition, as an aggregated fatigue constraint is very sensitive to the changes in stress value which causes some unstable convergences in optimization process, a new scaling approach of the aggregated fatigue damage constraint is developed.
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From the results obtained, recommendable mixtures for recycled aggregates exposed to fatigue loads are proposed.
In the present study, effects of different quantities of HL (by weight of aggregate) on the fatigue properties of asphalt mixtures was investigated by four-point bending fatigue testing of unaged and aged specimens.
The influence of the different aging conditions, the presence of the aged binder and the addition of fine aggregate particles on the fatigue resistance of the mortars were evaluated.
This paper analyzes the impact of the nature of coarse aggregate on the fatigue-cracking behavior of asphalt mixes, an aspect that until now has received little attention.
Furthermore, replacing the coarse aggregate by RAP led to higher fatigue life than the fine aggregate.
In addition, the effect of aggregate gradation and temperature on fatigue behaviors of HMA were evaluated.
The fatigue behavior of recycled aggregate concrete (RAC) with 100% recycled coarse aggregate (RCA) replacement percentage under uniaxial compression was experimentally investigated in this study.
The stabilization of damage with the charge/discharge heat cycles for thermal fatigue depends significantly on the aggregate type used.
Furthermore, the use of recycled aggregate in concrete implies a reduction of the fatigue life.
It is found that there exist no obvious differences of compressive fatigue behavior between RAC and natural aggregate concrete (NAC).
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