Mixture Design Approach to optimize the rheological properties of the material used in 3D cementitious material printing
•A Mixture Design Approach was adopted to construct 3DCMP material rheological properties models.•Multi-objectives optimization has been done to determine the optimal components of the 3DCMP material.•Large-scale printing has been done to demonstrate the optimized mix design is suitable in practical...
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Published in | Construction & building materials Vol. 198; pp. 245 - 255 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
20.02.2019
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Subjects | |
Online Access | Get full text |
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Summary: | •A Mixture Design Approach was adopted to construct 3DCMP material rheological properties models.•Multi-objectives optimization has been done to determine the optimal components of the 3DCMP material.•Large-scale printing has been done to demonstrate the optimized mix design is suitable in practical application.
The Mixture Design Approach was adopted in this report to formulate the correlation between the cementitious material components and material rheological properties (static yield stress, dynamic yield stress) and identify the optimal material composition to get a balance between high cementitious material static yield stress and low dynamic yield stress. Cement, sand, fly ash, water and silica fume were blended to form the test materials according to mixture design and the responses (static yield stress, dynamic yield stress) were logged by the Viskomat. Two non-linear mathematic models for responses were experimentally validated based on the ANOVA (Analysis of Variance) analysis. The results indicated that the optimal replacement of supplementary cementitious materials can be determined according to static yield stress and dynamic yield stress based on the ternary components. The Mixture Design Approach is then proven to be an effective method of optimizing the cementitious materials used in 3D cementitious material printing (3DCMP) application. |
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ISSN: | 0950-0618 1879-0526 |
DOI: | 10.1016/j.conbuildmat.2018.11.252 |