Skip to main content
Erschienen in: Innovative Infrastructure Solutions 1/2024

01.01.2024 | Technical Paper

Investigating the impact of coarse aggregate dosage on the mechanical performance of 3D printable concrete

verfasst von: Syed Bustan Fatima Warsi, Dodda Srinivas, Biranchi Panda, Pankaj Biswas

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 1/2024

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

The effect of the addition of coarse aggregate on the direction-dependent mechanical performance of 3D printed mortar has been investigated. Coarse aggregates in the size range of 4.75–9.5 mm were manually added during printing into 3D printed mortar in 5, 10, and 15 (wt.% of mortar) dosages. The spilt tensile test indicates that the strengths of 3D printed mortar containing coarse aggregate are direction-dependent due to modified interlayer properties. The results of this study indicated an improved bonding effect in 3D printed mortar due to cross-layer nesting of the aggregates. The effect of coarse aggregate addition resulted in up to 32 and 19% increase in split tensile strength in Z- and Y-loading directions, respectively, compared to casted specimens. However, coarse aggregate weakens the split tensile strength in X-direction loading, whereas compressive and flexural strengths both commonly decrease with increasing aggregate dosage after an optimum dosage of aggregate addition due to their anisotropic characteristics.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
10.
Zurück zum Zitat da Silva WRL, Kaasgaard M, Andersen TJ (2022) Sustainable 3D concrete printing with large aggregates. In: Buswell R, Blanco A, Cavalaro S, Kinnell P (eds) Third RILEM international conference on concrete and digital fabrication. Springer International Publishing, Cham, pp 71–77CrossRef da Silva WRL, Kaasgaard M, Andersen TJ (2022) Sustainable 3D concrete printing with large aggregates. In: Buswell R, Blanco A, Cavalaro S, Kinnell P (eds) Third RILEM international conference on concrete and digital fabrication. Springer International Publishing, Cham, pp 71–77CrossRef
13.
Zurück zum Zitat Hager I, Golonka A, Putanowicz R (2016) 3D Printing of buildings and building components as the future of sustainable construction? Procedia engineering. Elsevier Ltd, pp 292–299 Hager I, Golonka A, Putanowicz R (2016) 3D Printing of buildings and building components as the future of sustainable construction? Procedia engineering. Elsevier Ltd, pp 292–299
14.
Zurück zum Zitat Ferdous W, Bai Y, Ngo TD et al (2019) New advancements, challenges and opportunities of multi-storey modular buildings—a state-of-the-art review. Eng Struct 183:883–893CrossRef Ferdous W, Bai Y, Ngo TD et al (2019) New advancements, challenges and opportunities of multi-storey modular buildings—a state-of-the-art review. Eng Struct 183:883–893CrossRef
15.
Zurück zum Zitat Avrutis D, Nazari A, Sanjayan JG (2019) Chapter 19-Industrial adoption of 3D concrete printing in the Australian market: potentials and challenges. In: Sanjayan JG, Nazari A, Nematollahi B (eds) 3D concrete printing technology. Butterworth-Heinemann, pp 389–409CrossRef Avrutis D, Nazari A, Sanjayan JG (2019) Chapter 19-Industrial adoption of 3D concrete printing in the Australian market: potentials and challenges. In: Sanjayan JG, Nazari A, Nematollahi B (eds) 3D concrete printing technology. Butterworth-Heinemann, pp 389–409CrossRef
16.
Zurück zum Zitat Siddika A, Al MMA, Ferdous W et al (2020) 3D-printed concrete: applications, performance, and challenges. J Sustain Cem Based Mater 9:127–164 Siddika A, Al MMA, Ferdous W et al (2020) 3D-printed concrete: applications, performance, and challenges. J Sustain Cem Based Mater 9:127–164
24.
Zurück zum Zitat Abdellatief M, Elrahman MA, Alanazi H et al (2023) A state-of-the-art review on geopolymer foam concrete with solid waste materials: components, characteristics, and microstructure. Innov Infrastruct Solut 8(9):230CrossRef Abdellatief M, Elrahman MA, Alanazi H et al (2023) A state-of-the-art review on geopolymer foam concrete with solid waste materials: components, characteristics, and microstructure. Innov Infrastruct Solut 8(9):230CrossRef
26.
Zurück zum Zitat IS 269 (2015) Requirements of ordinary portland cement. Bureau of Indian Standards, New Delhi, India IS 269 (2015) Requirements of ordinary portland cement. Bureau of Indian Standards, New Delhi, India
27.
Zurück zum Zitat IS 383-2016 (2016) IS 383-2016: coarse and fine aggregate for concrete-specification (Third revision). Bureau of Indian Standards IS 383-2016 (2016) IS 383-2016: coarse and fine aggregate for concrete-specification (Third revision). Bureau of Indian Standards
28.
Zurück zum Zitat ASTM C 125-13a (2013) Standard terminology relating to concrete and concrete aggregates. ASTM International, West Conshohocken, PA, pp. 1–5 ASTM C 125-13a (2013) Standard terminology relating to concrete and concrete aggregates. ASTM International, West Conshohocken, PA, pp. 1–5
29.
Zurück zum Zitat American Society for Testing and Materials (2013) ASTM C127-15: standard test method for density, relative density (specific gravity), and absorption of coarse aggregate. ASTM Standard Book, pp. 1–6 American Society for Testing and Materials (2013) ASTM C127-15: standard test method for density, relative density (specific gravity), and absorption of coarse aggregate. ASTM Standard Book, pp. 1–6
30.
Zurück zum Zitat Wille K, Naaman AE, Parra-montesinos GJ (2011) Ultra-high performance concrete with compressive strength exceeding 150 MPa (22 ksi): a simpler way. ACI Mater J 108:46–54 Wille K, Naaman AE, Parra-montesinos GJ (2011) Ultra-high performance concrete with compressive strength exceeding 150 MPa (22 ksi): a simpler way. ACI Mater J 108:46–54
31.
Zurück zum Zitat ASTM C109-20 (2020) Standard test method for compressive strength of hydraulic cement mortars (using 2-In. or cube specimens). ASTM International, West Conshohocken ASTM C109-20 (2020) Standard test method for compressive strength of hydraulic cement mortars (using 2-In. or cube specimens). ASTM International, West Conshohocken
32.
Zurück zum Zitat ASTM C348-02 (2002) Standard test method for flexural strength of hydraulic-cement mortars. ASTM International, vol. 04, pp. 1–6 ASTM C348-02 (2002) Standard test method for flexural strength of hydraulic-cement mortars. ASTM International, vol. 04, pp. 1–6
33.
Zurück zum Zitat ASTM (2001) Standard test method for flow of hydraulic cement mortar: C1437-01. Standard, pp. 7–8 ASTM (2001) Standard test method for flow of hydraulic cement mortar: C1437-01. Standard, pp. 7–8
44.
Zurück zum Zitat Lakshmi MS, Nivedhitha RR (2015) Effect of partial replacement of aggregates by recycled concrete debris on strength of concrete. Malays J Civ Eng 27:250–259 Lakshmi MS, Nivedhitha RR (2015) Effect of partial replacement of aggregates by recycled concrete debris on strength of concrete. Malays J Civ Eng 27:250–259
Metadaten
Titel
Investigating the impact of coarse aggregate dosage on the mechanical performance of 3D printable concrete
verfasst von
Syed Bustan Fatima Warsi
Dodda Srinivas
Biranchi Panda
Pankaj Biswas
Publikationsdatum
01.01.2024
Verlag
Springer International Publishing
Erschienen in
Innovative Infrastructure Solutions / Ausgabe 1/2024
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-023-01317-0

Weitere Artikel der Ausgabe 1/2024

Innovative Infrastructure Solutions 1/2024 Zur Ausgabe