Concrete-filled steel tubular (CFST) columns with embedded bar-bundle steel cores provide high axial
capacity, slender geometries, and enhanced fire robustness; however, overall system reliability is often
governed by connection detailing as steel softens and bond deteriorates at elevated temperatures. This study
develops and assesses two dedicated connection concepts for bar-bundle CFST columns: (1) a recessed slab-
to-column punching shear head anchored to the protruding bundle to enlarge the punching perimeter and
preserve integrity reinforcement for membrane action in fire, and (2) a prefabricated beam-to-column
connection head that transfers compression directly into the core in the fire limit state while minimizing heavy
welding. Pre-test numerical simulations are performed in Abaqus using GMNIA under ISO-834 fire exposure,
incorporating temperature-dependent steel properties, concrete damage plasticity, and bond degradation. The
models reveal hierarchical, ductile mechanisms with load-path migration from the softened tube to the cooler
core and head plates, sustained tensile capacity via end-plate and connection components and continuous
reinforcement, delayed punching with membrane action, and beneficial semi-rigid rotational restraint without
excessive thermal moments. Current work optimizes geometry and loading under fabrication constraints prior
to large-scale fire testing and the development of simplified temperature-dependent design models for
buildable cored CFST connections.
«
Concrete-filled steel tubular (CFST) columns with embedded bar-bundle steel cores provide high axial
capacity, slender geometries, and enhanced fire robustness; however, overall system reliability is often
governed by connection detailing as steel softens and bond deteriorates at elevated temperatures. This study
develops and assesses two dedicated connection concepts for bar-bundle CFST columns: (1) a recessed slab-
to-column punching shear head anchored to the protruding bundle to enla...
»