Structural behavior of reinforced concrete columns retrofitting with CFRP exposure to high temperature

Total of six reinforced concrete columns were tested included two column specimens with 10 and 17mm concrete cover were considered in present study to estimate the ultimate capacity of column. The remaining four specimens tested under temperature of 500 and 800 °C to find out the reduction in streng...

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Bibliographische Detailangaben

Hauptverfasser:	Faraj, Sara Saad, Almaliki, Hadi Naser Ghadhban
Format:	Tagungsbericht
Sprache:	eng
Schlagworte:	Carbon fiber reinforced concretes Carbon fiber reinforced plastics Carrying capacity Compressive strength Concrete columns Ductility Ductility tests Fiber reinforced polymers High temperature Lateral displacement Reinforced concrete Retrofitting Structural behavior Temperature Ultimate loads
Online-Zugang:	Volltext
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