Dynamic compressive behavior of recycled aggregate concrete based on split Hopkinson pressure bar tests
AUTOR(ES)
Lu, Yubin, Chen, Xing, Teng, Xiao, Zhang, Shu
FONTE
Lat. Am. j. solids struct.
DATA DE PUBLICAÇÃO
2014-01
RESUMO
This paper presents the experimental results of recycled aggregate concrete (RAC) specimens prepared with five different amount of recycled coarse aggregate (RCA) [i.e. 0, 25%, 50%, 75% and 100%] subjected to compressive loading based on split Hopkinson pressure bar tests. Strain-rate effects on dynamic compressive strength and critical strain of recycled aggregate concrete were studied. Results show that impact properties of recycled aggregate concrete 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.
Documentos Relacionados
- Dynamic compressive and splitting tensile tests on mortar using split Hopkinson pressure bar technique
- Pulse Shaper and Dynamic Compressive Property Investigation on Ice Using a Large-Sized Modified Split Hopkinson Pressure Bar
- Experimental investigation on the effects of recycled aggregate on fracture behavior of polymer concrete
- Influence of the moisture content on the dynamic modulus of elasticity of concrete made with recycled aggregate
- Properties of high-workability concrete with recycled concrete aggregate
