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Influence of the printing direction and age on the mechanical properties of 3D printed concrete

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Abstract

3D concrete printing (3DCP) technology through wet extrusion was developed as one of the digitized approaches with the aim of enhancing the conventional construction methods. Investigation of mechanical/structural behaviour of printed elements is one of the critical aspects regarding the use of 3DCP. A comprehensive experimental programme was performed to evaluate the behaviour under compressive and flexural loading, at distinct ages and under different loading orientations regarding the printing direction, as well as the quality of printed specimens in addition to the degree of their anisotropic/orthotropic. During the compressive tests, a digital image correlation analysis was also performed to assess the crack initiation and propagation within concrete printed specimens. The results unveiled an adequate quality of the printed specimens based on the mechanical tests performed, which was also corroborated by some physical properties, namely through the specific weight and porosity, in which the differences between the printed and mould cast series were marginal.

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References

  1. Barbosa F, Woetzel J, Mischke J et al (2017) Reinventing construction: a route to higher productivity. McKinsey Global Institute, New York

    Google Scholar 

  2. De Schutter G, Lesage K, Mechtcherine V et al (2018) Vision of 3D printing with concrete—technical, economic and environmental potentials. Cem Concr Res 112:25–36. https://doi.org/10.1016/j.cemconres.2018.06.001

    Article  Google Scholar 

  3. Agustí-Juan I, Habert G (2017) Environmental design guidelines for digital fabrication. J Clean Prod 142:2780–2791. https://doi.org/10.1016/j.jclepro.2016.10.190

    Article  Google Scholar 

  4. García de Soto B, Agustí-Juan I, Hunhevicz J et al (2018) Productivity of digital fabrication in construction: cost and time analysis of a robotically built wall. Autom Constr 92:297–311. https://doi.org/10.1016/j.autcon.2018.04.004

    Article  Google Scholar 

  5. Jayathilakage R, Sanjayan J, Rajeev P (2019) Direct shear test for the assessment of rheological parameters of concrete for 3D printing applications. Mater Struct 52:12. https://doi.org/10.1617/s11527-019-1322-4

    Article  Google Scholar 

  6. Ngo TD, Kashani A, Imbalzano G et al (2018) Additive manufacturing (3D printing): a review of materials, methods, applications and challenges. Compos Part B Eng 143:172–196. https://doi.org/10.1016/j.compositesb.2018.02.012

    Article  Google Scholar 

  7. Delgado Camacho D, Clayton P, O’Brien WJ et al (2018) Applications of additive manufacturing in the construction industry—a forward-looking review. Autom Constr 89:110–119. https://doi.org/10.1016/j.autcon.2017.12.031

    Article  Google Scholar 

  8. Buswell RA, Soar RC, Gibb AGF, Thorpe A (2007) Freeform construction: mega-scale rapid manufacturing for construction. Autom Constr 16:224–231. https://doi.org/10.1016/j.autcon.2006.05.002

    Article  Google Scholar 

  9. Lim S, Buswell RA, Le TT et al (2012) Developments in construction-scale additive manufacturing processes. Autom Constr 21:262–268. https://doi.org/10.1016/j.autcon.2011.06.010

    Article  Google Scholar 

  10. Perrot A, Rangeard D, Pierre A (2016) Structural built-up of cement-based materials used for 3D-printing extrusion techniques. Mater Struct 49:1213–1220. https://doi.org/10.1617/s11527-015-0571-0

    Article  Google Scholar 

  11. Hopkinson N, Dicknes P (2003) Analysis of rapid manufacturing—using layer manufacturing processes for production. Proc Inst Mech Eng Part C J Mech Eng Sci 217:31–39. https://doi.org/10.1243/095440603762554596

    Article  Google Scholar 

  12. Pierre A, Weger D, Perrot A, Lowke D (2018) Penetration of cement pastes into sand packings during 3D printing: analytical and experimental study. Mater Struct 51:22. https://doi.org/10.1617/s11527-018-1148-5

    Article  Google Scholar 

  13. Buswell RA, Soar RC, Pendlebury M et al (2005) Investigation of the potential for applying freeform processes to construction. In: Proceedings of the 3rd international conference on innovation in architecture, engineering and construction (AEC). Rotterdam, Netherlands, pp 141–150

  14. Lim S, Buswell R, Le T et al (2011) Development of a viable concrete printing process. In: 28th international symposium on automation and robotics in construction (ISARC2011). Seoul, South Korea, pp 665–670

  15. Hook J, Geissbauer R, Vedso J (2016) Industry 4.0: building the digital enterprise engineering and construction key findings. Pricewaterhousecoopers, London

    Google Scholar 

  16. Khoshnevis B (2004) Automated construction by contour crafting—related robotics and information technologies. Autom Constr 13:5–19. https://doi.org/10.1016/j.autcon.2003.08.012

    Article  Google Scholar 

  17. Khoshnevis B, Carlson A, Leach N, Thangavelu M (2012) Contour crafting simulation plan for lunar settlement infrastructure buildup. American Society of Civil Engineers, Reston, pp 1458–1467

    Google Scholar 

  18. Lim S, Le T, Webster J et al (2009) Fabricating construction components using layer manufacturing technology. In: Global innovation in construction conference 2009 (GICC’09). Loughborough University

  19. Nerella VN, Krause M, Näther M, Mechtecherine V (2016) Studying printability of fresh concrete for formwork free concrete on-site 3D printing technology (CONPrint3D). Regensburg, Germany

  20. Cesaretti G, Dini E, De Kestelier X et al (2014) Building components for an outpost on the Lunar soil by means of a novel 3D printing technology. Acta Astronaut 93:430–450. https://doi.org/10.1016/j.actaastro.2013.07.034

    Article  Google Scholar 

  21. Lowke D, Dini E, Perrot A et al (2018) Particle-bed 3D printing in concrete construction—possibilities and challenges. Cem Concr Res 112:50–65. https://doi.org/10.1016/j.cemconres.2018.05.018

    Article  Google Scholar 

  22. Sanjayan JG, Nematollahi B, Xia M, Marchment T (2018) Effect of surface moisture on inter-layer strength of 3D printed concrete. Constr Build Mater 172:468–475. https://doi.org/10.1016/j.conbuildmat.2018.03.232

    Article  Google Scholar 

  23. Hambach M, Volkmer D (2017) Properties of 3D-printed fiber-reinforced Portland cement paste. Cem Concr Compos 79:62–70. https://doi.org/10.1016/j.cemconcomp.2017.02.001

    Article  Google Scholar 

  24. Le TT, Austin SA, Lim S et al (2012) Mix design and fresh properties for high-performance printing concrete. Mater Struct 45:1221–1232. https://doi.org/10.1617/s11527-012-9828-z

    Article  Google Scholar 

  25. Panda B, Ruan S, Unluer C, Tan MJ (2019) Improving the 3D printability of high volume fly ash mixtures via the use of nano attapulgite clay. Compos Part B Eng 165:75–83. https://doi.org/10.1016/j.compositesb.2018.11.109

    Article  Google Scholar 

  26. Paul SC, Tay YWD, Panda B, Tan MJ (2018) Fresh and hardened properties of 3D printable cementitious materials for building and construction. Arch Civ Mech Eng 18:311–319. https://doi.org/10.1016/j.acme.2017.02.008

    Article  Google Scholar 

  27. Rahul AV, Santhanam M, Meena H, Ghani Z (2019) 3D printable concrete: mixture design and test methods. Cem Concr Compos 97:13–23. https://doi.org/10.1016/j.cemconcomp.2018.12.014

    Article  Google Scholar 

  28. Soltan DG, Li VC (2018) A self-reinforced cementitious composite for building-scale 3D printing. Cem Concr Compos 90:1–13. https://doi.org/10.1016/j.cemconcomp.2018.03.017

    Article  Google Scholar 

  29. Zhang Y, Zhang Y, Liu G et al (2018) Fresh properties of a novel 3D printing concrete ink. Constr Build Mater 174:263–271. https://doi.org/10.1016/j.conbuildmat.2018.04.115

    Article  Google Scholar 

  30. Lim JH, Panda B, Pham Q-C (2018) Improving flexural characteristics of 3D printed geopolymer composites with in-process steel cable reinforcement. Constr Build Mater 178:32–41. https://doi.org/10.1016/j.conbuildmat.2018.05.010

    Article  Google Scholar 

  31. Panda B, Tan MJ (2018) Experimental study on mix proportion and fresh properties of fly ash based geopolymer for 3D concrete printing. Ceram Int 44:10258–10265. https://doi.org/10.1016/j.ceramint.2018.03.031

    Article  Google Scholar 

  32. Wang X, Jiang M, Zhou Z et al (2017) 3D printing of polymer matrix composites: a review and prospective. Compos Part B Eng 110:442–458. https://doi.org/10.1016/j.compositesb.2016.11.034

    Article  Google Scholar 

  33. Zhong J, Zhou G-X, He P-G et al (2017) 3D printing strong and conductive geo-polymer nanocomposite structures modified by graphene oxide. Carbon 117:421–426. https://doi.org/10.1016/j.carbon.2017.02.102

    Article  Google Scholar 

  34. Revelo CF, Colorado HA (2018) 3D printing of kaolinite clay ceramics using the direct ink writing (DIW) technique. Ceram Int 44:5673–5682. https://doi.org/10.1016/j.ceramint.2017.12.219

    Article  Google Scholar 

  35. Perrot A, Rangeard D, Courteille E (2018) 3D printing of earth-based materials: processing aspects. Constr Build Mater 172:670–676. https://doi.org/10.1016/j.conbuildmat.2018.04.017

    Article  Google Scholar 

  36. Wolfs RJM, Bos FP, Salet TAM (2018) Early age mechanical behaviour of 3D printed concrete: numerical modelling and experimental testing. Cem Concr Res 106:103–116. https://doi.org/10.1016/j.cemconres.2018.02.001

    Article  Google Scholar 

  37. Sakka FE, Assaad JJ, Hamzeh FR, Nakhoul C (2019) Thixotropy and interfacial bond strengths of polymer-modified printed mortars. Mater Struct 52:79. https://doi.org/10.1617/s11527-019-1356-7

    Article  Google Scholar 

  38. Alfani R (2005) Rheological test methods for the characterization of extrudable cement-based materials—a review. Mater Struct 38:239–247. https://doi.org/10.1617/14191

    Article  Google Scholar 

  39. Le TT, Austin SA, Lim S et al (2012) Hardened properties of high-performance printing concrete. Cem Concr Res 42:558–566. https://doi.org/10.1016/j.cemconres.2011.12.003

    Article  Google Scholar 

  40. Yu J, Leung CKY (2019) Impact of 3D printing direction on mechanical performance of strain-hardening cementitious composite (SHCC). In: Wangler T, Flatt RJ (eds) First RILEM international conference on concrete and digital fabrication—digital concrete 2018. Springer International Publishing, Cham, pp 255–265

    Chapter  Google Scholar 

  41. Panda B, Chandra Paul S, Jen Tan M (2017) Anisotropic mechanical performance of 3D printed fiber reinforced sustainable construction material. Mater Lett 209:146–149. https://doi.org/10.1016/j.matlet.2017.07.123

    Article  Google Scholar 

  42. Zahabizadeh B, Pereira J, Gonçalves C, Cunha VMCF (2019) Development of cement-based mortars for 3D printing through wet extrusion. In: IABSE symposium 2019 Guimarães: towards a resilient built environment—risk and asset management. Guimarães, Portugal

  43. BS EN 12390-7 (2009) Testing hardened concrete—density of hardened concrete

  44. LNEC E395 (1993) Determination of the absorption of water by immersion under vacuum

  45. BS EN 12390-13 (2013) Testing hardened concrete—determination of secant modulus of elasticity in compression

  46. BS EN 14651:2005+A1:2007 (2005) Test method for metallic fibre concrete. Measuring the flexural tensile strength (limit of proportionality (LOP), residual)

  47. Pan B, Qian K, Xie H, Asundi A (2009) Two-dimensional digital image correlation for in-plane displacement and strain measurement: a review. Meas Sci Technol 20:062001. https://doi.org/10.1088/0957-0233/20/6/062001

    Article  Google Scholar 

  48. Park J, Yoon S, Kwon T-H, Park K (2017) Assessment of speckle-pattern quality in digital image correlation based on gray intensity and speckle morphology. Opt Lasers Eng 91:62–72. https://doi.org/10.1016/j.optlaseng.2016.11.001

    Article  Google Scholar 

  49. Buttlar WG, Hill BC, Kim YR et al (2014) Digital image correlation techniques to investigate strain fields and cracking phenomena in asphalt materials. Mater Struct 47:1373–1390. https://doi.org/10.1617/s11527-014-0362-z

    Article  Google Scholar 

  50. Chen X, Wu S (2013) Influence of water-to-cement ratio and curing period on pore structure of cement mortar. Constr Build Mater 38:804–812. https://doi.org/10.1016/j.conbuildmat.2012.09.058

    Article  Google Scholar 

  51. Feng P, Meng X, Chen J-F, Ye L (2015) Mechanical properties of structures 3D printed with cementitious powders. Constr Build Mater 93:486–497. https://doi.org/10.1016/j.conbuildmat.2015.05.132

    Article  Google Scholar 

  52. Tasdemir C, Tasdemir MA, Lydon FD, Barr BIG (1996) Effects of silica fume and aggregate size on the brittleness of concrete. Cem Concr Res 26:63–68. https://doi.org/10.1016/0008-8846(95)00180-8

    Article  Google Scholar 

  53. Milne I, Ritchie RO, Karihaloo BL (2003) Comprehensive structural integrity, 1st edn. Elsevier/Pergamon, Amsterdam, Boston

    Google Scholar 

  54. Bažant ZP, Planas J (1998) Fracture and size effect in concrete and other quasi brittle materials. CRC Press, Boca Raton

    Google Scholar 

  55. Zhang Y, Zhang Y, She W et al (2019) Rheological and harden properties of the high-thixotropy 3D printing concrete. Constr Build Mater 201:278–285. https://doi.org/10.1016/j.conbuildmat.2018.12.061

    Article  Google Scholar 

  56. Nagai K, Sato Y, Ueda T (2004) Mesoscopic simulation of failure of Mortar and concrete by 2D RBSM. ACT 2:359–374. https://doi.org/10.3151/jact.2.359

    Article  Google Scholar 

  57. Cai X, Xu S (2011) Uniaxial compressive properties of ultra high toughness cementitious composite. J Wuhan Univ Technol Mater Sci Edit 26:762–769. https://doi.org/10.1007/s11595-011-0307-0

    Article  Google Scholar 

  58. Carpinteri A, Ciola F, Pugno N et al (2001) Size-scale and slenderness influence on the compressive strain-softening behaviour of concrete: compressive strain-softening of concrete. Fatigue Fract Eng Mater Struct 24:441–450. https://doi.org/10.1046/j.1460-2695.2001.00398.x

    Article  Google Scholar 

  59. Li D, Li CC, Li X (2011) Influence of sample height-to-width ratios on failure mode for rectangular prism samples of hard rock loaded in uniaxial compression. Rock Mech Rock Eng 44:253–267. https://doi.org/10.1007/s00603-010-0127-0

    Article  Google Scholar 

  60. Guo Z (2014) Basic mechanical behavior. In: Principles of reinforced concrete. Elsevier, pp 9–52

  61. Li G, Liang Z-Z, Tang C-A (2015) Morphologic interpretation of rock failure mechanisms under uniaxial compression based on 3D multiscale high-resolution numerical modeling. Rock Mech Rock Eng 48:2235–2262. https://doi.org/10.1007/s00603-014-0698-2

    Article  Google Scholar 

  62. Capraro DFA, Capraro APB, Argenta MA, Medeiros MHF (2019) Experimental and numerical evaluation of mortar specimens shape and size influence on compression tests. Rev IBRACON Estrut Mater 12:429–444. https://doi.org/10.1590/s1983-41952019000200013

    Article  Google Scholar 

  63. Wang H, Wang L, Li L et al (2020) The study on the whole stress–strain curves of coral fly ash-slag alkali-activated concrete under uniaxial compression. Materials 13:4291. https://doi.org/10.3390/ma13194291

    Article  Google Scholar 

  64. van Vliet MRA, van Mier JGM (1996) Experimental investigation of concrete fracture under uniaxial compression. Mech Cohes Frict Mater 1:115–127. https://doi.org/10.1002/(SICI)1099-1484(199601)1:1%3c115::AID-CFM6%3e3.0.CO;2-U

    Article  Google Scholar 

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Acknowledgements

The authors acknowledge the support of dst group construction company for funding the Project Chair dst/IB-S: Smart Systems for Construction. The first author would like to acknowledge the Grant SFRH/BD/143636/2019 provided by the Portuguese Foundation for Science and Technology (FCT). Moreover, the authors appreciate the support of following companies that graciously provided the required material for performing the experimental campaign: SECIL; SIKA; ELKEM and UNIBETAO.

Funding

dst group construction company is funding the Project Chair dst/IB-S: Smart Systems for Construction. The Grant SFRH/BD/143636/2019 is provided by the Portuguese Foundation for Science and Technology (FCT) for the first author.

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All authors contributed to the definition of this experimental study. Material preparation, data collection and result analysis were performed by BZ, JP and CG. ENBP and VMCFC analyzed also the experimental results. BZ has written the first draft of the manuscript, which was reviewed by all authors. All authors read and approved the final manuscript.

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Correspondence to Vítor M. C. F. Cunha.

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The original online version of this article was revised: In Table 2 of this article heading ‘Mix B’, identifying the last three columns of the table, was missing.

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Zahabizadeh, B., Pereira, J., Gonçalves, C. et al. Influence of the printing direction and age on the mechanical properties of 3D printed concrete. Mater Struct 54, 73 (2021). https://doi.org/10.1617/s11527-021-01660-7

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