Predicting post-punching shear response of slab-column connections

The response of slab-column connections after a punching shear failure is investigated. An analytical model for predicting the postpunching shear response of slab-column connections is presented that accounts for the individual contributions of each layer of top reinforcement and each layer of the structural integrity reinforcement. The predictions are compared with experimental results and the results obtained by the CSA A23.3 Standard design method. There is a good agreement between the predicted results and the experimental results.


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  • Accession Number: 01523048
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Mar 28 2014 12:04AM