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Table 3 Status of parameters affecting the performance of shear strengthening of RC beams with EB FRP in the current design guidelines.

From: Tests and Design Provisions for Reinforced-Concrete Beams Strengthened in Shear Using FRP Sheets and Strips

FRP design guidelines

Bond model

Effective strain

Anchorage length

w f /s f

Crack angle

Crack pattern

Effect of transverse-steel

ACI 440-2R

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CSA-S6

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CSA-S806

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fib-TG 9.3

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CNR-DT 200

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HB 305

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