An innovative method for buildability assessment of 3d printed concrete at early-ages

Abstract

The field of construction is experiencing a swift advancement in the method of 3D concrete printing (3DCP), which presents numerous advantages over traditional building techniques. Nevertheless, there remain various uncertainties surrounding the implementation of 3DCP in production, particularly with regards to the buildability of a printed structure and the maximum height it can reach before failure or collapse. The aim of this research is to ascertain the load-bearing capacity of a printed structure, in order to predict the maximum attainable height of the printed concrete, while ensuring there are no occurrences of structural failure or collapse. Therefore, an innovative experimental method was put forward to gauge the load bearing capacity of printed concrete in its early stages. During the initial stages of development, experiments were carried out to assess the load-bearing capacity and maximum printing height of the structure. Subsequently, time-dependent properties were investigated through experimental methods with the aim of incorporating them into simulation modeling in a later phase. Afterward, the buildability standard using the Drucker-Prager (DP) plasticity model was established, and its precision was confirmed by experimental and computational evaluations. The employed model displayed adequate effectiveness in precisely depicting the mechanical attributes of material properties as they progressed with time. Furthermore, the simulation model exhibited sufficient proficiency in predicting the early-stage load bearing capacity of printed concrete. In order to improve the future simulation modeling of 3D printed concrete (3DPC), suggestions have been put forward. These proposals entail the inclusion of advanced modeling parameters as inputs, aimed at enhancing the precision and efficacy of the model.