Experimental study on fracture behavior of notched self‐consolidating concrete beam strengthened with off‐axis CFRP sheet

In this study, the effects of fiber orientation within the carbon fiber reinforced (CFRP) sheets, on the fracture mode and crack growth of specimens were investigated by constructing five groups of initially notched self‐consolidating concrete beams, and strengthening them with CFRP sheets in the te...

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Veröffentlicht in:	Structural concrete : journal of the FIB 2019-12, Vol.20 (6), p.2122-2137
Hauptverfasser:	Sangi, Monireh, Vasegh Amiri, Javad, Abdollahzadeh, Gholamreza, Dehestani, Mehdi
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing capacity Carbon fiber reinforced plastics Carbon fibers CFRP crack mouth opening Crack propagation Fiber orientation Finite element method Load Nonlinear analysis nonlinear finite element method notched self‐consolidating concrete beam Peak load Sheets
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