Double steel plate–concrete composite structures comprise two outer steel plates, steel flange plates, connectors, and infill concrete. Owing to their superior mechanical properties, double steel plate–concrete composite structures have been extensively used in construction engineering. Outer steel plates and connectors create a significant constraint effect on the infill concrete. However, no confined concrete constitutive model applies to double steel plate–concrete composite structures. To address this gap, this study established approximately 2000 shell-solid finite element models and derived a confined concrete compression constitutive model suitable for double steel plate–concrete composite structures through regression analysis. The structural parameters potentially affecting the confined performance were initially identified through theoretical analysis. Subsequently, an Abaqus shell-solid finite element model was established, with its accuracy verified through experiments. Thereafter, regression analysis was conducted by varying different parameters in batch modelling. Ultimately, a uniaxial compression constitutive model for concrete suitable for double steel plate–concrete composite structures was established.
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