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This paper describes an experimental study of axially loaded, fire-exposed, rectangular reinforced concrete (RC) columns repaired with post-compressed steel plates. Seven RC columns with identical section dimensions and reinforcement details were fabricated and tested. Six of them were exposed to a four-hour fire load according to the ISO 834 Standard. After one month of cooling, five of the fire-exposed columns were installed with precambered steel plates which were then post-compressed by a method newly developed by the authors. All columns were tested under axial compression to determine their ultimate load capacity, deformation and ductility. The effects of steel plate thickness, initial precamber displacements and preloading level on the ultimate load capacity of repaired RC columns were investigated. The test results show that up to 72% of the original capacity of the axial load-carrying capacity of fire exposed columns repaired with post-compressed steel plates can be restored. Furthermore, the repaired specimens show better ductility and post-peak deformability. An analytical model was adopted to predict the ultimate axial load capacity of fire exposed columns repaired with post-compressed steel plates. Comparison of the theoretical and experimental results reveals that the analytical model can accurately predict the ultimate axial load capacity of the repaired columns. ; postprint
This paper describes an experimental study of axially loaded, fire-exposed, rectangular reinforced concrete (RC) columns repaired with post-compressed steel plates. Seven RC columns with identical section dimensions and reinforcement details were fabricated and tested. Six of them were exposed to a four-hour fire load according to the ISO 834 Standard. After one month of cooling, five of the fire-exposed columns were installed with precambered steel plates which were then post-compressed by a method newly developed by the authors. All columns were tested under axial compression to determine their ultimate load capacity, deformation and ductility. The effects of steel plate thickness, initial precamber displacements and preloading level on the ultimate load capacity of repaired RC columns were investigated. The test results show that up to 72% of the original capacity of the axial load-carrying capacity of fire exposed columns repaired with post-compressed steel plates can be restored. Furthermore, the repaired specimens show better ductility and post-peak deformability. An analytical model was adopted to predict the ultimate axial load capacity of fire exposed columns repaired with post-compressed steel plates. Comparison of the theoretical and experimental results reveals that the analytical model can accurately predict the ultimate axial load capacity of the repaired columns. ; postprint
Repair of fire-exposed preloaded rectangular concrete columns by postcompressed steel plates
2014-01-01
140
Article (Journal)
Electronic Resource
English
DDC:
690
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