An extended numerical model of the first exothermic peak for three dimensional printed cement-based materials

Wei JIANG , Wenqian LI , Xi CHEN

Front. Struct. Civ. Eng. ›› 2024, Vol. 18 ›› Issue (1) : 80 -88.

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Front. Struct. Civ. Eng. ›› 2024, Vol. 18 ›› Issue (1) : 80 -88. DOI: 10.1007/s11709-024-1036-8
RESEARCH ARTICLE

An extended numerical model of the first exothermic peak for three dimensional printed cement-based materials

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Abstract

The first exothermic peak of cement-based material occurs a few minutes after mixing, and the properties of three dimensional (3D) printed concrete, such as setting time, are very sensitive to this. Against this background, based on the classical Park cement exothermic model of hydration, we propose and construct a numerical model of the first exothermic peak, taking into account the proportions of C3S, C3A and quicklime in particular. The calculated parameters are calibrated by means of relevant published exothermic test data. It is found that this developed model offers a good simulation of the first exothermic peak of hydration for C3S and C3A proportions from 0 to 100% of cement clinker and reflects the effect of quicklime content at 8%–10%. The unique value of this research is provision of an important computational tool for applications that are sensitive to the first exothermic peak of hydration, such as 3D printing.

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Keywords

3D printed cement-based materials / cement hydration / the first exothermic peak / liquid quick-setting agent / numerical model

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Wei JIANG, Wenqian LI, Xi CHEN. An extended numerical model of the first exothermic peak for three dimensional printed cement-based materials. Front. Struct. Civ. Eng., 2024, 18(1): 80-88 DOI:10.1007/s11709-024-1036-8

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References

[1]

Bullard J W, Jennings H M, Livingston R A, Nonat A, Scherer G W, Schweitzer J S, Scrivener K L, Thomas J J. Mechanisms of cement hydration. Cement and Concrete Research, 2011, 41(12): 1208–1223

[2]

Pane I, Hansen W. Investigation of blended cement hydration by isothermal calorimetry and thermal analysis. Cement and Concrete Research, 2005, 35(6): 1155–1164

[3]

Knudsen T. The dispersion model for hydration of portland cement I. General concepts. Cement and Concrete Research, 1984, 14(5): 622–630

[4]

Jennings H M, Johnson S K. Simulation of microstructure development during the hydration of a cement compound. Journal of the American Ceramic Society, 1986, 69(11): 790–795

[5]

de Schutter G, Taerwe L. General hydration model for portland cement and blast furnace slag cement. Cement and Concrete Research, 1995, 25(3): 593–604

[6]

de Schutter G, Taerwe L. Degree of hydration-based description of mechanical properties of early age concrete. Materials and Structures, 1996, 29(6): 335–344

[7]

de Schutter G. Finite element simulation of thermal cracking in massive hardening concrete elements using degree of hydration based material laws. Computers & Structures, 2002, 80(27-30): 2035–2042

[8]

Jiang W, Liu X, Yuan Y, Wang S, Su Q, Taerwe L. Towards the early-age performance control in precast concrete immersed tunnels. Structural Concrete, 2015, 16(4): 558–571

[9]

Dorn T, Hirsch T, Stephan D. The importance of hydration using accelerators to influence cement setting, strength and 3D printing application. European Coatings Journal, 2019, 9: 48–54

[10]

Siddika A, Mamun M A A, Ferdous W, Saha A K, Alyousef R. 3D-printed concrete: Applications, performance, and challenges. Journal of Sustainable Cement-Based Materials, 2020, 9(3): 127–164

[11]

Tao Y, Rahul A V, Lesage K, van Tittelboom K, Yuan Y, de Schutter G. Mechanical and microstructural properties of 3D printable concrete in the context of the twin-pipe pumping strategy. Cement and Concrete Composites, 2022, 125: 104324

[12]

Tao Y, Rahul A V, Lesage K, Yuan Y, van Tittelboom K, de Schutter G. Stiffening control of cement-based materials using accelerators in inline mixing processes: Possibilities and challenges. Cement and Concrete Composites, 2021, 119: 103972

[13]

Zhang J, Liu X, Zhao J B, Yuan Y, Mang H. Application of a combined precast and in-situ-cast construction method for large-span underground vaults. Tunnelling and Underground Space Technology, 2021, 111: 103795

[14]

Zhang Y, Zhang Y, She W, Yang L, Liu G, Yang Y. Rheological and harden properties of the high-thixotropy 3D printing concrete. Construction & Building Materials, 2019, 201: 278–285

[15]

Buswell R A, Leal de Silva W R, Jones S Z, Dirrenberger J. 3D printing using concrete extrusion: A roadmap for research. Cement and Concrete Research, 2018, 112: 37–49

[16]

Sanjayan J G, Jayathilakage R, Rajeev P. Vibration induced active rheology control for 3D concrete printing. Cement and Concrete Research, 2021, 140: 106293

[17]

Zhang Y, Zhang Y, Liu G, Yang Y, Wu M, Pang B. Fresh properties of a novel 3D printing concrete ink. Construction & Building Materials, 2018, 174: 263–271

[18]

Bos F, Wolfs R, Ahmed Z, Salet T. Additive manufacturing of concrete in construction: potentials and challenges of 3D concrete printing. Virtual and Physical Prototyping, 2016, 11(3): 209–225

[19]

Xu Y, Yuan Q, Li Z, Shi C, Wu Q, Huang Y. Correlation of interlayer properties and rheological behaviors of 3DPC with various printing time intervals. Additive Manufacturing, 2021, 47: 102327

[20]

MehtaP KMonteiroP J M. Concrete: Microstructure, Properties, and Materials. McGraw-Hill Education, 2014

[21]

Damidot D, Nonat A, Barret P. Kinetics of tricalcium silicate hydration in diluted suspensions by microcalorimetric measurements. Journal of the American Ceramic Society, 1990, 73(11): 3319–3322

[22]

LiuYJingRCaoFYanP. Effects of aggregate content on rheological properties of lubrication layer and pumping concrete. ACI Materials Journal, 2021, 118(6): 7−18

[23]

Minard H, Garrault S, Regnaud L, Nonat A. Mechanisms and parameters controlling the tricalcium aluminate reactivity in the presence of gypsum. Cement and Concrete Research, 2007, 37(10): 1418–1426

[24]

Salvador R P, Cavalaro S H P, Segura I, Figueiredo A D, Pérez J. Early age hydration of cement pastes with alkaline and alkali-free accelerators for sprayed concrete. Construction & Building Materials, 2016, 111: 386–398

[25]

Park K, Noguchi T, Plawsky J. Modeling of hydration reactions using neural networks to predict the average properties of cement paste. Cement and Concrete Research, 2005, 35(9): 1676–1684

[26]

Avrami M. Kinetics of phase change. II transformation-time relations for random distribution of nuclei. Journal of Chemical Physics, 1940, 8(2): 212–224

[27]

Cahn J W. The kinetics of grain boundary nucleated reactions. Acta Metallurgica, 1956, 4(5): 449–459

[28]

Guo C, Zhu J, Zhou W, Sun Z, Chen W. Effect of phosphorus and fluorine on hydration process of tricalcium silicate and tricalcium aluminate. Journal of Wuhan University of Technology. Materials Science Edition, 2012, 27(2): 333–336

[29]

Tydlitát V, Matas T, Cerny R. Effect of w/c and temperature on the early-stage hydration heat development in Portland-limestone cement. Construction & Building Materials, 2014, 50(1): 140–147

[30]

Han F, Zhang Z, Wang D, Yan P. Hydration heat evolution and kinetics of blended cement containing steel slag at different temperatures. Thermochimica Acta, 2015, 605: 43–51

[31]

Yang R, He T, Guan M, Guo X, Xu Y, Xu R, Da Y. Preparation and accelerating mechanism of aluminum sulfate-based alkali-free accelerating additive for sprayed concrete. Construction & Building Materials, 2020, 234: 117334

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