Enhanced Composite Behavior of CFST with Blind‐Bolted Connections under Tensile Pull‐out Tests

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Group resistances of tensile-loaded anchored-bolted connections with CFST columns: Tests, simulations, and theoretical models

PP Debnath, W Ning, TM Chan - Thin-Walled Structures, 2024 - Elsevier
The performance of the connections in concrete-filled steel tubular (CFST) columns
fabricated with a group of two anchored blind-bolts under tensile forces is evaluated. Based …
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