Behavior of Reinforced Concrete Beams without Stirrups and Strengthened with Basalt Fiber–Reinforced Polymer Sheets

Abstract This paper reports on a series of four-point bending experiments to investigate the shear capacity of reinforced concrete (RC) beams strengthened with externally bonded basalt fiber–reinforced polymer (BFRP) sheets. The experimental results show that BFRP sheets can significantly increase R...

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Veröffentlicht in:	Journal of composites for construction 2023-04, Vol.27 (2)
Hauptverfasser:	Zhang, Wei, Kang, Shuaiwen, Huang, Yiqun, Liu, Xiang
Format:	Artikel
Sprache:	eng
Schlagworte:	Basalt Bonding strength Constitutive models Crack propagation Finite element method Fracture surfaces Mathematical models Mechanical analysis Modulus of elasticity Numerical models Polymers Reinforced concrete Shear Sheets Technical Papers Three dimensional models
Online-Zugang:	Volltext
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