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Mechanical behaviors of 3D printed lightweight concrete structure with hollow section

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Abstract

A practical revolution in construction could be realized by combining the potential of 3D concrete printing with lightweight cementitious materials to fabricate adeptly hollow structures. In this study, five concrete mixtures with different replacement rates of lightweight ceramsite sand to silica sand are prepared for extrusion-based 3D printability evaluation. To reduce the water absorption induced shrinkage and micro-cracks, the ceramsite sands were coated with polyvinyl alcohol. An optimized cementitious material was identified by harmonizing the fresh properties to the continuous printing process. Cubic and beam elements with four different types of interior hollow structures were designed and 3D printed based on the optimized lightweight mixture. The interior structures include cellular-shaped structure, truss-like structure, lattice-shaped structure with a square topology, as well as gridding shaped structure with triangle topology. The mechanical capacities of the printed samples were measured and evaluated by compressive tests for the cubic samples and four-points flexural bending tests for the beam specimens. Basing on the results, the rectangular lattice hollow structure demonstrates the best mechanical resistance to compression and the truss-shaped prism structure ensues the highest flexural properties. The stress distribution and failure process were also explored through discrete element method.

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References

  1. Sousa LC, Sousa H, Castro CF, António CC, Sousa R. A new lightweight masonry block: thermal and mechanical performance. Arch Civ Mech Eng. 2014;14:160–9.

    Article  Google Scholar 

  2. De Schutter G, Lesage K, Mechtcherine V, Nerella VN, Habert G, Agusti-Juan I. Vision of 3D printing with concrete—technical, economic and environmental potentials. Cement Concr Res. 2018;112:25–36.

    Article  Google Scholar 

  3. Ma G, Li Y, Wang L, Zhang J, Li Z. Real-time quantification of fresh and hardened mechanical property for 3D printing material by intellectualization with piezoelectric transducers. Constr Build Mater. 2020;241:117982.

    Article  Google Scholar 

  4. Li Z, Wang L, Ma G. Mechanical improvement of continuous steel microcable reinforced geopolymer composites for 3D printing subjected to different loading conditions. Comp Part B: Eng. 2020;187:107796.

    Article  Google Scholar 

  5. Ma G, Salman NM, Wang L, Wang F. A novel additive mortar leveraging internal curing for enhancing interlayer bonding of cementitious composite for 3D printing. Constr Build Mater. 2020;244:118305.

    Article  Google Scholar 

  6. Li Z, Wang L, Ma G. Method for the enhancement of buildability and bending resistance of 3D printable tailing mortar. Int J Concrete Structures and Materials. 2018;12:37–45.

    Article  Google Scholar 

  7. Feng P, Meng X, Zhang H. Mechanical behavior of FRP sheets reinforced 3D elements printed with cementitious materials. Comp Struct. 2015;134:331–42.

    Article  Google Scholar 

  8. Zhang Y, Zhang Y, She W, Yang L, Liu G, Yang Y. Rheological and harden properties of the high-thixotropy 3D printing concrete. Constr Build Mater. 2019;201:278–85.

    Article  Google Scholar 

  9. Buswell RA, Leal WR, Jones SZ, Dirrenberger J. 3D printing using concrete extrusion: a roadmap for research. Cement Concrete Res. 2018;112:37–49.

    Article  Google Scholar 

  10. Gosselin C, Duballet R, Roux P, Gaudillière N, Dirrenberger J, Morel P. Large-scale 3D printing of ultra-high performance concrete—a new processing route for architects and builders. Mater Des. 2016;100:102–9.

    Article  Google Scholar 

  11. Zhao X, Liu C, Zuo L, Wang L, Zhu Q, Wang M. Investigation into the effect of calcium on the existence form of geopolymerized gel product of fly ash based geopolymers. Cement Concr Compos. 2019;103:279–92.

    Article  Google Scholar 

  12. Zhou B, Wang L, Ma G, Zhao X, Zhao X. Preparation and properties of bio-geopolymer composites with waste cotton stalk materials. J Clean Prod. 2020;245:118842.

    Article  Google Scholar 

  13. Sanjayan JG, Nematollahi B, Xia M, Marchment T. Effect of surface moisture on inter-layer strength of 3D printed concrete. Constr Build Mater. 2018;172:468–75.

    Article  Google Scholar 

  14. Zhang C, Hou Z, Chen C, Zhang Y, Mechtcherine V, Sun Z. Design of 3D printable concrete based on the relationship between flowability of cement paste and optimum aggregate content. Cem Concr Comp. 2019;104:103406.

    Article  Google Scholar 

  15. Ma G, Li Z, Wang L, Wang F, Sanjayan J. Mechanical anisotropy of aligned fiber reinforced composite for extrusion-based 3D printing. Constr Build Mater. 2019;202:770–83.

    Article  Google Scholar 

  16. Gong J, Zeng W, Zhang W. Influence of shrinkage-reducing agent and polypropylene fiber on shrinkage of ceramsite concrete. Constr Build Mater. 2018;159:155–63.

    Article  Google Scholar 

  17. Che T, Pan B, Ouyang J. The laboratory evaluation of incorporating ceramsite into HMA as fine aggregates. Constr Build Mater. 2018;186:1239–46.

    Article  Google Scholar 

  18. Agustí-Juan I, Müller F, Hack N, Wangler T, Habert G. Potential benefits of digital fabrication for complex structures: environmental assessment of a robotically fabricated concrete wall. J Clean Prod. 2017;154:330–40.

    Article  Google Scholar 

  19. Xiong C, Chu M, Liu J, Sun Z. Shear behavior of precast concrete wall structure based on two-way hollow-core precast panels. Eng Struct. 2018;176:74–89.

    Article  Google Scholar 

  20. Monajemi H, Mazinani I, Ong ZC, Khoo SY, Kong KK, Karim R. Using local stiffness indicator to examine the effect of honeycombs on the flexural stiffness of reinforced concrete beams. Measurement. 2015;64:157–62.

    Article  Google Scholar 

  21. Li F-H, Han B, Zhang Q-C, Jin F, Lu TJ. Buckling of a standing corrugated sandwich plate subjected to body force and terminal load. Thin-Walled Struct. 2018;127:688–99.

    Article  Google Scholar 

  22. Ma G, Li Z, Wang L. Printable properties of cementitious material containing copper tailings for extrusion based 3D printing. Constr Build Mater. 2018;162:613–27.

    Article  Google Scholar 

  23. Wu P, Wang J, Wang X. A critical review of the use of 3-D printing in the construction industry. Autom Constr. 2016;68:21–31.

    Article  Google Scholar 

  24. Liao Y, Wei X. Penetration resistance and electrical resistivity of cement paste with superplasticizer. Mater Struct. 2014;47:563–70.

    Article  Google Scholar 

  25. Xu J, Ding L, Love P. Digital reproduction of historical building ornamental components: from 3D scanning to 3D printing. Autom Constr. 2017;76:85–96.

    Article  Google Scholar 

  26. Lim S, Buswell RA, Le TT, Austin SA, Gibb AGF, Thorpe T. Developments in construction-scale additive manufacturing processes. Autom Constr. 2012;21:262–8.

    Article  Google Scholar 

  27. Chinese National Standard, Standard for test method of mechanical properties on ordinary concrete, GB/T 50081-2002.

  28. Xu WJ, Wang S, Zhang HY, Zhang ZL. Discrete element modelling of a soil-rock mixture used in an embankment dam. Int J Rock Mech Min Sci. 2016;86:141–56.

    Article  Google Scholar 

  29. Skarzynski L, Nitka M, Tejchman J. Modelling of concrete fracture at aggregate level using FEM and DEM based on X-ray μCT images of internal structure. Eng Fract Mech. 2015;147:13–35.

    Article  Google Scholar 

  30. Ma G, Li Z, Wang L, Bai G. Micro-cable reinforced geopolymer composite for extrusion-based 3D printing. Mater Lett. 2019;235:144–7.

    Article  Google Scholar 

  31. Marchment T, Sanjayan J. Mesh reinforcing method for 3D concrete printing. Autom Constr. 2020;109:102992.

    Article  Google Scholar 

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Acknowledgements

The authors acknowledge the financial support of the Research Fund of The State Key Laboratory of Coal Resources and safe Mining, CUMT (SKLCRSM17KFA03), the National Natural Science Foundations of China (Nos. 51808183 and 51878241) and Hebei Science and Technology Department (18391203D).

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Authors and Affiliations

  1. School of Civil and Transportation Engineering, Hebei University of Technology, 5340 Xiping Road, Beichen District, Tianjin, 300130, China

    Li Wang, Hailong Jiang & Guowei Ma

  2. State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology at Beijing, D11 Xueyuan RD, Beijing, 100083, China

    Li Wang

  3. College of Architecture and Civil Engineering, Beijing University of Technology, Pingleyuan 100, Chaoyang District, Beijing, 100084, China

    Zhijian Li

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  1. Li Wang
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  2. Hailong Jiang
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Correspondence to Li Wang.

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Wang, L., Jiang, H., Li, Z. et al. Mechanical behaviors of 3D printed lightweight concrete structure with hollow section. Archiv.Civ.Mech.Eng 20, 16 (2020). https://doi.org/10.1007/s43452-020-00017-1

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  • DOI: https://doi.org/10.1007/s43452-020-00017-1

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