Review on post-heated reinforced concrete columns repaired with FRP jackets
Publish place: The first international conference on the exchange of scientific information in the field of concrete materials and structures
Publish Year: 1403
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICCNC01_043
تاریخ نمایه سازی: 19 خرداد 1403
Abstract:
The post-heated RC columns can be repaired by the fiber-reinforced polymer (FRP) to rehabilitate thecompressive strength losses that originate from fire damage. The amount of residual compressivestrength of post-heated reinforced concrete columns depends on the rate of heating and duration time ofthermal exposure. On the other hand, the thickness of the FRP layer and the cross-section geometryimpact improving the compressive strength of post-heated columns. In this study, both circular and noncircularreinforced concrete columns were heated up to the same target temperature of ۵۰۰°C using thesame heating method, but with different fire histories. The heat-damaged columns were then wrappedwith FRP. A comparison of the results of previous studies indicates that the axial load-carrying capacityof the heated damaged circular and non-circular RC columns repaired by one-layer CFRP can beimproved up to a considerable level of the axial load capacity of the unheated columns.
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Authors
Nima Moghtadernejad
School of Civil Engineering, Engineering Campus, Universiti SainsMalaysia, ۱۴۳۰۰ Nibong Tebal, Penang, Malaysia
Morteza Jamshidi
Engineering faculty, Chaloos Branch, Islamic Azad University, Chaloos, ۴۶۶۱۵-۳۹۷, Iran
Mahmoud R Maheri
Department of Civil Engineering, Shiraz University, Shiraz, Iran