Evaluation of retrofitting effect of concrete filling in hollow RC columns using XFEM

• Published in: Engineering structures Vol. 321; p. 118920
• Main Authors: Uemura, Keita, Kasahara, Zen, Ichikawa, Daiki, Goto, Hiroyuki, Takahashi, Yoshikazu
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 15.12.2024
• Subjects: Crack Propagation; Extended Finite Element Method (XFEM); Hollow Section; Reinforced Concrete Column; Seismic Retrofitting; Extended Finite Element Method (XFEM); Crack Propagation; Reinforced Concrete Column; Seismic Retrofitting; Hollow Section
• ISSN: 0141-0296
• DOI: 10.1016/j.engstruct.2024.118920

Hollow RC columns are widely utilized in the construction of high piers in mountainous regions. Recently, precast hollow RC columns have been increasingly used to enhance transportability and ease of handling, aiding Accelerated Bridge Construction. This paper evaluated the effectiveness of concrete-filling retrofitting measures for hollow RC columns using eXtended Finite Element Method (X-FEM). Our focus was particularly on instances where original hollow sections and post-filled concrete sections don't behave as unified structures. The proposed X-FEM model's reliability was validated through simulations replicating compressive strength tests on molded concrete specimens and previous static loading tests on hollow RC columns conducted to evaluate the efficacy of concrete-filling retrofitting for hollow RC columns. The proposed X-FEM model successfully represents the compressive softening and fracture behavior of concrete under uniaxial compression. It also successfully replicated the lateral load capacity and the crack patterns of hollow RC columns observed in the previous experiments. When comparing the component ratios of bending and shear deformation of the columns, the shear deformation component of the hollow RC column retrofitted with the concrete filling was about 1.5 times larger than that of the solid RC column at each displacement. This result indicates that concrete-filling retrofitting might not enhance the shear capacity of hollow RC columns to the anticipated level in scenarios where the pre-existing hollow portion and the post-filled concrete portion fail to function as unified structures. Based on these findings, this study investigated the efficacy of anchor reinforcement in hollow RC columns filled with concrete to enhance the structural unity of existing and filled portions. The results indicate that anchor reinforcement improved the shear resistance properties by enhancing the structural unity between the pre-existing hollow portion and the post-filled concrete portion. •This study evaluated concrete-filling retrofitting measures for hollow RC column.•This study proposed an X-FEM model to replicate crack propagation in RC column.•The proposed X-FEM can replicate lateral load capacity of RC column.•Concrete-filling retrofitting may not improve shear strength of hollow RC column.•It is important that the existing and filled portions behave as a single unit.