ScholarWorks@중앙대학교

초록

In response to challenges such as skilled labor shortages, reduced productivity, and the slow pace of digital transformation, 3D concrete printing (3DCP) offers a promising solution. Despite the growing interest in 3DCP as a construction solution, existing studies have primarily focused on material-level behavior, while experimental verification of structural performance remains limited—particularly regarding the applicability of existing design codes and quality control specifications to members incorporating 3D-printed elements, highlighting the need for further structural-level investigations. To address this gap, this study examines effects of 3D-printed concrete permanent formwork (3DPF) on the flexural behavior of reinforced concrete (RC) beams. Two 3DPF and two cast-in-place beams were fabricated. Four-point bending tests evaluated crack patterns, failure modes, load–displacement relationships, and strain distributions, finding that 3DPF improved the flexural strength of RC beams, emphasizing its importance in structural design considerations. However, vertical crack patterns induced by weak interlayer bonding strength were observed, along with reduced displacement ductility in the 3DPF beams. Equivalent strengths between cast and printed materials were established to facilitate flexural strength analysis with cast specimens. A strain compatibility approach was proposed based on Eurocode 2, incorporating the equivalent strength of the printed material, an effective layer width, and the cross-sectional geometry of the 3DPF beam. The calculated values using this approach showed good agreement with the experimental results for nominal flexural strength and neutral axis depth. © 2025 The Authors

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