Behaviour of recycled aggregate concrete under combined compression and shear stresses

Authors

  • K. Liu School of Civil Engineering, Harbin Institute of Technology https://orcid.org/0000-0002-8894-6890
  • J. Yan School of Civil Engineering, Harbin Institute of Technology - Key Lab of Structures Dynamic Behaviour and Control of the Ministry of Education1, Harbin Institute of Technology - Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology https://orcid.org/0000-0002-2781-9046
  • C. Zou School of Civil Engineering, Harbin Institute of Technology - Key Lab of Structures Dynamic Behaviour and Control of the Ministry of Education1, Harbin Institute of Technology - Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology https://orcid.org/0000-0001-9024-9560

DOI:

https://doi.org/10.3989/mc.2018.06217

Keywords:

Concrete, Waste treatment, Mechanical properties, Modelization

Abstract


To investigate the behaviour of recycled aggregate concrete (RAC) under combined compression and shear stresses, 75 hollow cylinder specimens prepared with various replacement ratios of recycled coarse aggregate (RCA) were tested with a self-designed loading device. The results showed that the failure pattern was similar for RAC with different replacement ratios of RCA. The ultimate shear stress improved with an increasing axial compression ratio of less than 0.6 and declined after exceeding 0.6. A modified failure criterion for RAC with normal strength under combined compression and shear stresses was proposed. A new procedure to predict the shear strength for RAC beams without stirrups was developed based on the proposed failure criterion, showing a better correlation with the experimental results than the predictions calculated by GB50010, Eurocode 2, fib Model Code 2010 and ACI 318-11.

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Published

2018-09-30

How to Cite

Liu, K., Yan, J., & Zou, C. (2018). Behaviour of recycled aggregate concrete under combined compression and shear stresses. Materiales De Construcción, 68(331), e162. https://doi.org/10.3989/mc.2018.06217

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Section

Research Articles