Early-age drying, shrinkage, and cracking in printable and printed cementitious materials

Research output: Contribution to journal › Review article › Contributed › peer-review

Contributors

  • E. Keita - , Gustave Eiffel University (Author)
  • L. Denis - , Gustave Eiffel University, Vicat SA (Author)
  • H. Lombois-Burger - , Holcim Innovation Center (Author)
  • S. Markin - , Sika Deutschland GmbH (Author)
  • Y. Weng - , Hong Kong Polytechnic University (Author)
  • R. Wolfs - , Eindhoven University of Technology (Author)
  • K. Xia - , Southeast University, Nanjing (Author)
  • M. Yang - , Hong Kong Polytechnic University (Author)
  • W. Yang - , Southeast University, Nanjing (Author)
  • Q. Zhang - , Holcim Innovation Center (Author)
  • W. Zuo - , Southeast University, Nanjing (Author)
  • V. Mechtcherine - , Clusters of Excellence CARE: Climate-Neutral and Resource-Efficient Construction, Chair of Construction Materials, United Nations University - Institute for Integrated Management of Material Fluxes and of Resources (UNU-FLORES) (Author)
  • N. Roussel - , Gustave Eiffel University (Author)

Abstract

Early-age Drying is a major source of damage in printable and printed cementitious materials, yet evaporation, capillary pressure, shrinkage and cracking are rarely considered as a unified process. This review proposes an integrated framework for drying-induced shrinkage and cracking in extrusion-based 3D concrete printing (3DCP), linking environmental, geometrical, process and material characteristics to damage evolution and performance of hardened concrete. Compared with cast concrete, deposited filaments expose all surfaces immediately and possess surface-to-volume ratios one to two orders of magnitude greater, while the high paste volumes required for extrudability amplify drying-induced deformation. In accelerated set-on-demand (2 K) systems, rapid stiffening suppresses viscous stress relaxation, potentially enabling cracking before sufficient tensile strength develops.Drying behavior is interpreted through the competition between evaporative flux and capillary supply, governing the transition from the constant-rate to the falling-rate drying regime. This framework is supported by recent experimental advances, including digital image correlation, distributed fiber-optic sensing, near-infrared hyperspectral imaging, miniature tensiometers, and original measurements. Damage manifests initially as cracklets in the fresh state, then as propagating macro-cracks as stiffness develops. These mechanisms may also contribute to incomplete near-surface hydration, coarsened pore networks, reduced strength, weaker interlayer bond and anisotropic durability.Mitigation strategies are reviewed across scales, from evaporation control using external curing films and bio-films to crack mitigation based on superabsorbent polymers, shrinkage-reducing admixtures and water-soluble polymer treatments. The review highlights the need to integrate systematic curing strategies, matched to both evaporative demand and to the formulation-specific vulnerability window, into 3DCP process design from the outset.

Details

Original languageEnglish
Article number108394
JournalCement and concrete research
Volume210
Publication statusPublished - Dec 2026
Peer-reviewedYes

Keywords

Keywords

  • 3D concrete printing, Early-age cracking, Evaporation, Mitigation measures, Shrinkage