Digital fabrication with cement-based materials requires specific attention to be paid to the rheological and mechanical material properties both in the fresh and hardened state. For the layered extrusion process, the cement-based material needs to satisfy the “printability” requirement. Generally, printable mortars exhibit brittle mechanical behaviour due to the absence of reinforcement. In order to overcome this issue, many different strategies can be implemented. Among them, the addition of short fibers in the mortar represents a first step towards the development of robust materials for 3D printing in construction. In this context, the paper focuses on the early stage tensile properties of fiber-reinforced cement-based material to be used in the layered extrusion process. The embedment of discrete fibers in a printable mix is expected to improve the mechanical behaviour but, at the same time, it implicates a loss of workability in the mix, which could lead to problems during the printing process (in terms of extrudability and pumpability of the mix). In this paper, the mechanical response under direct tensile is investigated as a function of the type/concentration of fibers as well as the mortar resting time. Furthermore, the effect of varying the amount of the superplasticizer to guarantee the printability requirement of the printable mortar is also investigated. In a quality control framework, the development of tensile fracture properties, in the considered production time frame, is fundamental to determine the printability of the mix, with reference not only to the quality of the finishing but also to the speed of the printing process.

Experimental Investigation on the Early Age Tensile Strength of Fiber Reinforced Mortar Used in 3D Concrete Printing

Sriram Kompella Kasyapa.;Lo Monte F.;Ferrara L.
2020-01-01

Abstract

Digital fabrication with cement-based materials requires specific attention to be paid to the rheological and mechanical material properties both in the fresh and hardened state. For the layered extrusion process, the cement-based material needs to satisfy the “printability” requirement. Generally, printable mortars exhibit brittle mechanical behaviour due to the absence of reinforcement. In order to overcome this issue, many different strategies can be implemented. Among them, the addition of short fibers in the mortar represents a first step towards the development of robust materials for 3D printing in construction. In this context, the paper focuses on the early stage tensile properties of fiber-reinforced cement-based material to be used in the layered extrusion process. The embedment of discrete fibers in a printable mix is expected to improve the mechanical behaviour but, at the same time, it implicates a loss of workability in the mix, which could lead to problems during the printing process (in terms of extrudability and pumpability of the mix). In this paper, the mechanical response under direct tensile is investigated as a function of the type/concentration of fibers as well as the mortar resting time. Furthermore, the effect of varying the amount of the superplasticizer to guarantee the printability requirement of the printable mortar is also investigated. In a quality control framework, the development of tensile fracture properties, in the considered production time frame, is fundamental to determine the printability of the mix, with reference not only to the quality of the finishing but also to the speed of the printing process.
2020
Digital Concrete 2020
978-3-030-49915-0
978-3-030-49916-7
Digital fabrication with concrete
Early age properties
Fiber-reinforced mortar
Tensile strength
File in questo prodotto:
File Dimensione Formato  
Fioretti_Marta_ID120.pdf

Accesso riservato

: Post-Print (DRAFT o Author’s Accepted Manuscript-AAM)
Dimensione 474.49 kB
Formato Adobe PDF
474.49 kB Adobe PDF   Visualizza/Apri

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/1144284
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 3
  • ???jsp.display-item.citation.isi??? ND
social impact