Empirical models to predict rheological properties of fiber reinforced cementitious composites for 3D printing

Abstract 3D printable construction materials need to be conveyed through a delivery system whilst possess certain flow resistance to ensure materials can sustain the weight of subsequent layers. To meet these requirements, material rheological properties should be optimized. In this study, factorial design was adopted to evaluate the influences of five variables (water-to-binder ratio, sand-to-binder ratio, fly ash-to-cement ratio, silica fume-to-cement ratio, and dosage of fiber) on material rheological properties (flow resistance, torque viscosity and thixotropy). Empirical models were established to predict rheological properties and were verified by experiment. Results imply that the increment of the dosage of fiber boosts all the rheological parameters, which are declined with the increment of water-to-binder ratio. Torque viscosity raises while flow resistance and thixotropy are decreased with the rise of fly ash-to-cement ratio. Conversely, the influence of silica fume-to-cement ratio shows an opposite trend on rheological properties as compared to that of fly ash-to-cement ratio. Flow resistance and torque viscosity are improved whilst thixotropy is declined if sand-to-binder ratio increases. Different formulations were adopted in printing test for verification and demonstration purpose via a robotic arm printing system in the end.

[1]  W. Huo,et al.  Formulation of a fuel spray SMD model at atmospheric pressure using Design of Experiments (DoE) , 2015 .

[2]  Clément Gosselin,et al.  Large-scale 3D printing of ultra-high performance concrete – a new processing route for architects and builders , 2016 .

[3]  Nicolas Roussel,et al.  A thixotropy model for fresh fluid concretes: Theory, validation and applications , 2006 .

[4]  Haoye Liu,et al.  Sensitivity analysis of fuel types and operational parameters on the particulate matter emissions from an aviation piston engine burning heavy fuels , 2017 .

[5]  G. Ma,et al.  Printable properties of cementitious material containing copper tailings for extrusion based 3D printing , 2018 .

[6]  Damien Rangeard,et al.  Structural built-up of cement-based materials used for 3D-printing extrusion techniques , 2016 .

[7]  J. Sanjayan,et al.  Methods of enhancing strength of geopolymer produced from powder-based 3D printing process , 2018, Materials Letters.

[8]  K. Tan,et al.  Multi-response optimization of post-fire performance of strain hardening cementitious composite , 2017 .

[9]  E. Yang,et al.  Lightweight aerated metakaolin-based geopolymer incorporating municipal solid waste incineration bottom ash as gas-forming agent , 2018 .

[10]  Ming Jen Tan,et al.  Additive manufacturing of geopolymer for sustainable built environment , 2017 .

[11]  K. Tan,et al.  Fire resistance of ultra-high performance strain hardening cementitious composite: Residual mechanical properties and spalling resistance , 2018 .

[12]  R. P. Chhabra,et al.  Rheometry for non-Newtonian fluids , 2008 .

[13]  J. Sanjayan,et al.  Method of formulating geopolymer for 3D printing for construction applications , 2016 .

[14]  Chee Kai Chua,et al.  Rapid Prototyping:Principles and Applications , 2010 .

[15]  Ye Qian,et al.  Distinguishing dynamic and static yield stress of fresh cement mortars through thixotropy , 2018 .

[16]  V. Li,et al.  Rheological Control in Production of Engineered Cementitious Composites , 2009 .

[17]  Freek Bos,et al.  Additive manufacturing of concrete in construction: potentials and challenges of 3D concrete printing , 2016, International Journal of Civil Engineering and Construction.

[18]  Yiwei Weng,et al.  Design 3D Printing Cementitious Materials Via Fuller Thompson Theory and Marson-Percy Model , 2018, 3D Concrete Printing Technology.

[19]  Nicolas Roussel,et al.  Rheological requirements for printable concretes , 2018, Cement and Concrete Research.

[20]  S. Ruan,et al.  Fiber-reinforced reactive magnesia-based tensile strain-hardening composites , 2018 .

[21]  Behrokh Khoshnevis,et al.  Mega-scale fabrication by Contour Crafting , 2006 .

[22]  T. T. Le,et al.  Mix design and fresh properties for high-performance printing concrete , 2012 .

[23]  A. Gibb,et al.  Hardened properties of high-performance printing concrete , 2012 .

[24]  Roger Jones,et al.  Design and Analysis of Experiments (fifth edition), Douglas Montgomery, John Wiley and Sons, 2001, 684 pages, £33.95. , 2002 .

[25]  Hajime Okamura,et al.  Self-compacting concrete , 2000 .

[26]  Ye Qian,et al.  Enhancing thixotropy of fresh cement pastes with nanoclay in presence of polycarboxylate ether superplasticizer (PCE) , 2018, Cement and Concrete Research.

[27]  Nicolas Roussel,et al.  Digital Concrete: Opportunities and Challenges , 2016 .

[28]  Longfei Chen,et al.  Quantifying the effects of fuel compositions on GDI-derived particle emissions using the optimal mixture design of experiments , 2015 .

[29]  Sara Mantellato,et al.  Hydration and rheology control of concrete for digital fabrication: Potential admixtures and cement chemistry , 2018, Cement and Concrete Research.