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TECHNICAL PAPER


























           Figure 9: Static yield stress growth with time (left); compressive load vs deflection after different rest durations (right) adapted from Panda et al. (2019)


           3.3  Assessment of layer bonding and                   of the mechanical behaviour of layered concrete. The three-
                                                                  point bending test on prism specimens printed along different
           mechanical properties of printed concrete
                                                                  directional axes showed the variation due to layer orientation
           In the hardened state, one of the critical parameters is   (Shakor et al., 2019).
           interlayer bonding, and a decrease in strength of the structure
           is caused by improper interlayer bonding. Wolfs et al. (2019a)   The mechanical properties for 3D printed foam concrete
           experimentally studied the relationship between the process   or fire performance of fibre reinforced concrete have also
           parameters such as interlayer interval time, nozzle height,   been studied. Weng et al. (2019a) evaluated the mechanical
           and surface dehydration, and interlayer bond strength. The   properties, and fire performance on a 3D printable fibre
           mechanical properties like compressive strength and flexural   reinforced cementitious composite. The flexural and
           strength were studied along with all the three perpendicular   compressive strength decreased at elevated temperatures.
           directions. The influence of drying of the printed layer and   The decrease in flexural strength is four times, and that of
           interlayer interval time on the decrease of bond strength was   compressive strength is two times when the temperature is
                                                                                      0
           discussed. Le et al. (2012b) studied the hardened properties,   increased from 25 to 800  C. Markin et al. (2019) created a 3D
           and fresh properties for high-performance concrete with   printable foam concrete as already discussed in the previous
           strength tested parallel and perpendicular to layer orientation,   section. The compressive strength at 28 days for printable foam
           and bond strength for the different time gap between printing.   concrete is reported to be 10.4 MPa for a dry density of 980
           It was reported in this study that anisotropy in the layered   kg/m3, which is similar to normally casted foam concrete.
           structure led to a reduction in compressive strength. The voids   The layer adhesion profoundly impacts the mechanical strength
           created between layers due to the printing process reduced   in the hardened state. The layer interfaces are the weakest
           adhesion between layers leading to a reduction in strength.   points in the structure. The crushing of bottom layers can
                                                                  occur due to a dead load of subsequent printed layers. The
           Marchment et al. (2019) explored a method to enhance the bond   compressive strength of the material should be high enough to
           strength by effective bond area amplification. The interlayer   sustain the load, and light-weight concrete has a greater chance
           bond can be strengthened by minimizing the voids at the   for crushing of layers due to low compressive strength. The
           interface using cement paste. The quantitative evaluation of the   proper placing of layers also plays an essential part in hardened
           effective bond area using image processing and experimental   strength as eccentricities can develop, leading to failure of
           and analytical methods is used to show an increase in bond   structures. The discussions in this section indicate the significant
           strength in proportion to the bond area. Rheological parameters   potential for research in this area.
           are found to control the weak bond formation in the case of
           printed layers, but in the case of smooth interfaces, there could   3.4  Applications and demonstration projects
           be a reduction in strength because of the evaporation of water   with 3D printed concrete
           from the free surface due to large printing time interval (Keita
           et al., 2019). This water loss is localized, and cement hydration   The projects executed by industry, primarily for demonstration
           is incomplete at these dry local areas, which also show high   purposes, are summarized in Table 2. The major companies
           local porosity. Anisotropy is another important characteristic   working in 3D concrete printing are mentioned along with their


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