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Shear strengthening of reinforced concrete beams with bi-directional carbon fiber reinforced polymer (CFRP) strips and CFRP anchors

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Figure  ‎ 2-10: Anchor rupture observed when using the first detail (Quinn 2009)  This premature failure prevented the CFRP sheet from developing its full tensile  strength
Figure  ‎ 2-13: CFRP strip rupture observed when using the modified anchorage (Quinn  2009, Kim 2011)
Figure  ‎ 3-2 shows the transverse reinforcement used in this experimental program.
Figure  ‎ 3-9: Formwork for specimens with different span-to-depth ratios
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