Effects of interfacial transition zones on the stress-strain behavior of modeled recycled aggregate concrete
- Publication Type:
- Journal Article
- Citation:
- Cement and Concrete Research, 2013, 52 pp. 82 - 99
- Issue Date:
- 2013-06-24
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1-s2.0-S0008884613001178-main.pdf | Published Version | 5.49 MB |
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Based on nanoindentation tests and analysis, the constitutive relationship of the Interfacial Transition Zones (ITZs) in Recycled Aggregate Concrete (RAC) is put forward. Together with the meso/micro-scale mechanical properties of each phase in Modeled Recycled Aggregate Concrete (MRAC), the plastic-damage constitutive models are employed in numerical studies on MRAC under uniaxial compression and uniaxial tension loadings to predict the overall mechanical behavior, particularly the stress-strain relationship. After the calibration and validation with the experimental results, a parametric study has been undertaken to analyze the effects of ITZs and new mortar matrix on the stress-strain relationship of MRAC. It is revealed that the mechanical properties of new mortar matrix and relative mechanical properties between ITZs and mortar matrices play a significant role in the overall stress-strain relationship and failure patterns of MRAC under both uniaxial compression and uniaxial tension loadings. © 2013 Elsevier Ltd. All rights reserved.
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