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Criticality of Microstructural Evolution at an Early-Age on the Buildability of an Accelerated 3D Printable Concrete (2022-06)

10.1016/j.conbuildmat.2022.127970

 Bhattacherjee Shantanu,  Jain Smrati,  Santhanam Manu
Journal Article - Construction and Building Materials, Vol. 342

Abstract

The buildability of a 3D printed concrete structure is influenced by the layer compression during printing, which in turn is governed by the rheological and early age mechanical properties of the mix. The study aims at understanding the effect of alkali-free aluminium sulphate-based accelerator on the microstructural evolution, which affects the macrostructural behaviour governing buildability of the structure. The effect of accelerator on hydration, phase composition, location and arrangement of ettringite, and porosity evolution of two paste systems with and without viscosity modifying admixture and superplasticizer is observed at initial hours. Further, fresh properties, yield stress evolution, and mechanical strength at early and later ages of the printable mix is evaluated. The squeeze flow test, which simulates the physical process of printing, is performed to understand the rheological characteristics of the mix under compressive loading in the initial hours. It is concluded that the precipitation of ettringite in large quantities at the initial hours controls the rheological and mechanical behaviour of the mix. The total ettringite formed increases for accelerated paste system at 30 min compared to the paste without accelerator. The ettringite is located at surfaces of clinker and interstitial spaces, with the crystals interlocked physically with each other. The squeeze flow test further suggests that the flow hardening increases tremendously on increasing the accelerator dosage due to an increase in solid volume fraction of ettringite and the resultant physical interlocking. Finally, a theoretical model is proposed considering the significance of ettringite interlocking and microstructure densification under compression on the plastic flow hardening for accelerated mixes.

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6 Citations

  1. Caneda-Martínez Laura, Hassan M., Demont Léo, Keita Emmanuel et al. (2026-01)
    Fast Penetration Testing of Printable Concretes with a Portable Device:
    Robustness and Calibration
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    Additive Manufacturing of Concrete with Low Initial Yield Strength Through Controlled Heating of Printed Layers
  3. Bang Jin, Yim Hong (2024-10)
    Unbonded Inter-Layer Evaluation in Freshly 3D Printed Concrete Using Electrical Resistivity Measurements
  4. Bhattacherjee Shantanu, Jain Smrati, Santhanam Manu (2024-07)
    Investigating the Interaction of Limestone-Calcined-Clay and OPC-Based Systems with a Methylhydroxyethyl-Cellulose-Based Viscosity-Modifier Used for 3D Printable Concrete
  5. Bono Victor, Ducoulombier Nicolas, Mesnil Romain, Caron Jean-François (2023-12)
    Methodology for Formulating Low-Carbon Printable Mortar Through Particles-Packing-Optimization
  6. Bhattacherjee Shantanu, Jain Smrati, Santhanam Manu (2023-03)
    Developing 3D Printable and Buildable Limestone-Calcined-Clay-Based Cement Composites with Higher Aggregate Content

BibTeX
@article{bhat_jain_sant.2022.CoMEaaEAotBoaA3PC,
  author            = "Shantanu Bhattacherjee and Smrati Jain and Manu Santhanam",
  title             = "Criticality of Microstructural Evolution at an Early-Age on the Buildability of an Accelerated 3D Printable Concrete",
  doi               = "10.1016/j.conbuildmat.2022.127970",
  year              = "2022",
  journal           = "Construction and Building Materials",
  volume            = "342",
}
Formatted Citation

S. Bhattacherjee, S. Jain and M. Santhanam, “Criticality of Microstructural Evolution at an Early-Age on the Buildability of an Accelerated 3D Printable Concrete”, Construction and Building Materials, vol. 342, 2022, doi: 10.1016/j.conbuildmat.2022.127970.

Bhattacherjee, Shantanu, Smrati Jain, and Manu Santhanam. “Criticality of Microstructural Evolution at an Early-Age on the Buildability of an Accelerated 3D Printable Concrete”. Construction and Building Materials 342 (2022). https://doi.org/10.1016/j.conbuildmat.2022.127970.