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3D-printable aerogel-incorporated concrete: Anisotropy influence on physical, mechanical, and thermal insulation properties

  • Guowei Ma
  • , Ruhan A
  • , Panpan Xie
  • , Zhu Pan
  • , Li Wang
  • , James C. Hower

Producción científica: Articlerevisión exhaustiva

54 Citas (Scopus)

Resumen

This study investigated the properties of fresh and hardened aerogel (AG)-incorporated concrete suitable for 3D concrete printing. After trial and error, it was found, that to achieve the desired printability, the optimal replacement range for silica sand by aerogel in a cementitious mixture is 0–20% by volume. The physical, mechanical, and thermal insulation properties of hardened concrete in three directions were studied, and the influence of anisotropy on these properties was investigated. The results showed that irrespective of the aerogel content, the compressive strength of the cast specimens (avg. 24.90 MPa in A20) was slightly higher than those of the 3D printed specimens, 3DCP-X (avg. 23.63 MPa in A20), 3DCP-Y (avg. 20.77 MPa in A20), and 3DCP-Z (avg. 20.40 MPa in A20). The thermal conductivity of the cast and printed specimens decreased gradually with an increase in the aerogel content. Relative to that of the cast specimens (0.330 W/(m·K) in A20), the thermal conductivity of specimens 3DCP-X (0.405 W/(m·K) in A20) was slightly higher, while those of 3DCP-Y (0.320 W/(m·K) in A20) and 3DCP-Z (0.306 W/(m·K) in A20) were lower. A thermal insulation wall (400 mm × 200 mm × 600 mm) with hollow structures was printed using the AG-incorporated concrete. To satisfy the same thermal and mechanical requirements, walls fabricated using AG-incorporated concrete can be 7 cm thinner than traditional concrete walls. The mechanism for the heat transfer of AG-incorporated concrete in three directions was examined as well.

Idioma originalEnglish
Número de artículo126551
PublicaciónConstruction and Building Materials
Volumen323
DOI
EstadoPublished - mar 14 2022

Nota bibliográfica

Publisher Copyright:
© 2022 Elsevier Ltd

Financiación

This research was supported by the National Natural Science Foundation of China [grant number 42002190 ]; the Natural Science Foundation of Hebei [grant number D2020202008 , E2021202172 ]; the Postdoctoral Science Foundation of Hebei [grant number B2020003023 ]; the China Postdoctoral Science Foundation [grant number 2020M670611 ]; and the Open Fund of State Key Laboratory of Coal Resources and Safe Mining [grant number SKLCRSM20KFA03 ]. We would like to appreciate editor Dr. Chi Sun Poon and the anonymous reviewer for their careful reviews and detailed comments on the manuscript.

FinanciadoresNúmero del financiador
Postdoctoral Science Foundation of HebeiB2020003023
National Natural Science Foundation of China (NSFC)42002190
China Postdoctoral Science Foundation2020M670611
Natural Science Foundation of Hebei ProvinceE2021202172, D2020202008
State Key Laboratory of Coal Resources and Safe MiningSKLCRSM20KFA03

    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Building and Construction
    • General Materials Science

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