Experimental and Theoretical Prediction Model Research on Concrete Elastic Modulus Influenced by Aggregate Gradation and Porosity
| Autor: | Wu Liang, Zhendong Yang, Yan Yizhi, Wang Mingming, Yanshuang Gu, Hongjun Lei, Guohui Zhang |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2021 |
| Předmět: |
Materials science
porosity Geography Planning and Development Composite number lcsh:TJ807-830 0211 other engineering and technologies lcsh:Renewable energy sources elastic modulus 02 engineering and technology Management Monitoring Policy and Law micromechanical model 021105 building & construction aggregate gradation Composite material Porosity Elastic modulus lcsh:Environmental sciences lcsh:GE1-350 Aggregate (composite) Renewable Energy Sustainability and the Environment lcsh:Environmental effects of industries and plants 021001 nanoscience & nanotechnology Micromechanical model Expanded polystyrene lcsh:TD194-195 concrete Gradation Mortar 0210 nano-technology |
| Zdroj: | Sustainability, Vol 13, Iss 1811, p 1811 (2021) Sustainability Volume 13 Issue 4 |
| ISSN: | 2071-1050 |
| Popis: | In this research, we developed a four-phase model, which takes the aggregate gradation and porosity into account in the prediction of the elastic modulus of concrete, based on the micromechanical theories. The model has been verified with experimental results. First, using the Mori Tanaka and the differential self-consistent (DSC) methods, the pores in both the mortar and interfacial transition zone (ITZ) were homogenized. Then, the continuously graded aggregates were divided into finite aggregate size intervals. Further, using the generalized self-consistent model and multiphase composite model derived from the Mori Tanaka method, an aggregate gradation model for the prediction of the elastic modulus of concrete was developed. By simulating the pores in concrete with expanded polystyrene sphere (EPS) grains, the effect of overall porosity on the elastic modulus of concrete was investigated. The research results show that aggregate gradation and porosity have remarkable influence on the elastic modulus of concrete, and the proposed model is effective to estimate the elastic modulus of concrete, the deviation between the predicted elastic modulus and experimental elastic modulus is less than 8%. The elastic modulus decreases with increasing ITZ porosity. However, for ITZ porosity exceeding 40%, the decrease in the elastic modulus is large with increasing ITZ porosity. For a fixed overall porosity, the ITZ porosity owned more influences than the mortar porosity on the elastic modulus of concrete. Enhancing the ITZ elastic modulus and decreasing the ITZ thickness are efficient in increasing the elastic modulus of concrete. |
| Databáze: | OpenAIRE |
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