Impact Behavior of Recycled Aggregate Concrete Based on Split Hopkinson Pressure Bar Tests
Yubin Lu, Xing Chen, Xiao Teng, Shu Zhang
Abstract
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Yubin Lu, Xing Chen, Xiao Teng, Shu Zhang
Abstract
Open-access reader
This paper presents the experimental results of recycled aggregate concrete (RAC) specimens prepared with five different amounts of recycled coarse aggregate (RCA) (i.e., 0, 25%, 50%, 75%, and 100%) subjected to impact loading based on split Hopkinson pressure bar tests. Strain-rate effects on dynamic compressive strength and critical strain of RAC were studied. Results show that the impact properties of RAC exhibit strong strain-rate dependency and increase approximately linearly with strain-rate. The transition point from low strain-rate sensitivity to high sensitivity decreases with the increase of matrix strength.
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This paper presents the experimental results of recycled aggregate concrete (RAC) specimens prepared with five different amounts of recycled coarse aggregate (RCA) (i.e., 0, 25%, 50%, 75%, and 100%) subjected to impact loading based on split Hopkinson pressure bar tests. Strain-rate effects on dynamic compressive strength and critical strain of RAC were studied. Results show that the impact properties of RAC exhibit strong strain-rate dependency and increase approximately linearly with strain-rate. The transition point from low strain-rate sensitivity to high sensitivity decreases with the increase of matrix strength.
Key concepts: Materials science, Split-Hopkinson pressure bar, Aggregate (composite), Composite material, Strain rate, Bar (unit), Sensitivity (control systems), Strain (injury)