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    Shear Capacity Model with Variable Orientation of Concrete Stress Field for RC Beams Strengthened by FRP with Different Inclinations 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 004:;page 04021037-1
    Author(s): Piero Colajanni; Venanzio Guarino; Salvatore Pagnotta
    Publisher: ASCE
    Abstract: A design-oriented analytical model able to evaluate the shear capacity of reinforced concrete (RC) beams strengthened with fiber-reinforced polymer (FRP) sheets or strips oriented in any direction is proposed. The formulation ...
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