Mechanical Performance of Commercially Available Premix UHPC-Based 3D Printable Concrete

Abstract

Several recent studies have attempted to formulate printable cementitious materials to meet the printing requirements, but these materials are designed to work with specific printing equipment and printing configurations. This paper aims to systematically develop and perform characterization of a commercially available ultra-high-performance concrete-class material (UHPC) modified to be printable. Four percentages of superplasticizer were used (100%, 94%, 88%, 82%) to adjust the UHPC mixture for 3D-printing requirements. A superplasticizer amount of 88% was considered adequate to meet the requirements. Several fresh and hardened properties of UHPC were measured experimentally: shape-retention ability and green strength were investigated in fresh state, and compressive and flexural strength were evaluated in three loading directions to evaluate the anisotropic effects. Furthermore, the strength of the interlayer bond was investigated. The UHPC developed in this study met the criteria for extrudability, buildability, and shape retention to ensure printability. In comparison with mold-cast UHPC, printed UHPC exhibited superior flexural performance (15–18%), but reduced compressive strength (32–56%). Finally, the results demonstrated that a commercially available UHPC-class material can be used for 3DCP, which possesses all necessary properties, both fresh and hardened.

Effect of using 3D-printed shell structure for reinforcement of ultra-high-performance concrete

“…Different authors showed that 3 percent by volume of carbon fibers with a length of 3 millimeters can significantly increase the flexural strength of concrete up to 120 MPa [21]. Similarly, a study shows that 3D-printable Ultra-High-Performance Concrete (UHPC) had a lower compressive strength (32-56 %) than mold-cast UHPC [22].…”