This research investigates the collapse behaviour of flat slab structures with column capitals through experimental analysis. Two 1/3-scaled specimens were subjected to complete collapse by uniformly distributed loads simulated by eight separate piles of concrete cubes. Accidental scenarios involving a loss of vertical support at mid-span or penultimate column locations were examined. The experimental observations yield several key findings: Overall, this study underscores the importance of column capitals in mitigating progressive collapse in flat slab structures and provides valuable insights into their collapse behaviour under various loading conditions.

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Experimental Study on the Collapse Response of Reinforced Concrete Flat Slab Structures with Column Capitals

  • Xuan Dat Pham,
  • Trung Hieu Nguyen,
  • Ngoc Tan Nguyen,
  • Kim Anh Do,
  • Anh Tuan Pham,
  • Quoc Cuong Tran,
  • Truong Thang Nguyen,
  • Van Hung Nguyen

摘要

This research investigates the collapse behaviour of flat slab structures with column capitals through experimental analysis. Two 1/3-scaled specimens were subjected to complete collapse by uniformly distributed loads simulated by eight separate piles of concrete cubes. Accidental scenarios involving a loss of vertical support at mid-span or penultimate column locations were examined. The experimental observations yield several key findings: Overall, this study underscores the importance of column capitals in mitigating progressive collapse in flat slab structures and provides valuable insights into their collapse behaviour under various loading conditions.