3D printed smart repairs for civil infrastructure

This paper outlines the development of 3D printed smart materials for civil infrastructure repair and monitoring. The materials employed in this project are metakaolin-based geopolymers, characterized as "smart" due to their ability to simultaneously sense and repair steel and concrete structures. As metakaolin geopolymers attain comparable mechanical properties to ordinary Portland cement and favourable adhesive characteristics, they can be used to restore the structural integrity of degraded concrete elements. Geopolymers furthermore exhibit a pronounced electrical conductivity due to the presence of free ions in their matrix. Geopolymers can therefore be used to detect variations in strain and temperature through changes in electrical impedance. In essence, these are repair materials that also enable constant monitoring. In this project, smart materials are being extruded with the assistance of a 3D printer, and will ultimately be robotically applied. The extrusion of smart cement patches via a 3D printer allows greater versatility of design and improved geometrical repeatability. Patch shape and size can be easily adjusted according to the requirements of each given circumstance, while robotics will allow printing in areas with hazards or limited access. In this paper, we will present our latest progress in printing and characterising the mechanical and electronic properties of geopolymer patches, and discuss how raw sensor data can be interpreted into measures of structural health. We will also outline the challenges in the system’s design, and describe the future work required to scale the technology up to real industrial applications.

[1]  John L. Provis,et al.  Technical and commercial progress in the adoption of geopolymer cement , 2012 .

[2]  Xiangyu Wang,et al.  A critical review of the use of 3-D printing in the construction industry , 2016 .

[3]  J. Provis Geopolymers and other alkali activated materials: why, how, and what? , 2014 .

[4]  John L. Provis,et al.  Durability of Alkali‐Activated Materials: Progress and Perspectives , 2014 .

[5]  Francisca Puertas,et al.  Alkali-activated mortars: Workability and rheological behaviour , 2017 .

[6]  J. Beaudoin,et al.  A.C. impedance spectroscopy (I): A new equivalent circuit model for hydrated portland cement paste , 1992 .

[7]  Alaa M. Rashad,et al.  Metakaolin as cementitious material: History, scours, production and composition – A comprehensive overview , 2013 .

[8]  J. Davidovits Geopolymers : inorganic polymeric new materials , 1991 .

[9]  Z. Wen,et al.  Preparation and performance of geopolymers , 2008 .

[10]  G. Corder,et al.  Costs and carbon emissions for geopolymer pastes in comparison to ordinary portland cement , 2011 .

[11]  Kim S. Finnie,et al.  Influence of curing schedule on the integrity of geopolymers , 2007 .

[12]  Erez N. Allouche,et al.  Strain sensing of carbon fiber reinforced geopolymer concrete , 2011 .

[13]  Mohamed Saafi,et al.  Graphene/fly ash geopolymeric composites as self-sensing structural materials , 2014 .

[14]  Mohammad Ismail,et al.  Geopolymer mortars as sustainable repair material: A comprehensive review , 2017 .

[15]  John L. Provis,et al.  The role of particle technology in developing sustainable construction materials , 2010 .

[16]  Kwesi Sagoe-Crentsil,et al.  Factors affecting the performance of metakaolin geopolymers exposed to elevated temperatures , 2008 .

[17]  Marcello Romagnoli,et al.  Rheology of geopolymer by DOE approach , 2012 .

[18]  Richard A. Buswell,et al.  Developments in construction-scale additive manufacturing processes , 2012 .

[19]  John L. Provis,et al.  Activating solution chemistry for geopolymers , 2009 .

[20]  Grzegorz Fusiek,et al.  Geopolymeric thermal conductivity sensors for surface-mounting onto concrete structures , 2016 .

[21]  Jian He,et al.  Geopolymer-Based Smart Adhesives for Infrastructure Health Monitoring: Concept and Feasibility , 2011 .

[22]  Zongjin Li,et al.  The review of pore structure evaluation in cementitious materials by electrical methods , 2016 .

[23]  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.

[24]  B. Panda,et al.  Measurement of tensile bond strength of 3D printed geopolymer mortar , 2018 .

[25]  J. Deventer,et al.  Geopolymer technology: the current state of the art , 2007 .

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

[27]  Prinya Chindaprasirt,et al.  Electrical conductivity and dielectric property of fly ash geopolymer pastes , 2011 .

[28]  S. Bernal,et al.  Geopolymers and Related Alkali-Activated Materials , 2014 .

[29]  Ming Jen Tan,et al.  Experimental study on mix proportion and fresh properties of fly ash based geopolymer for 3D concrete printing , 2018, Ceramics International.