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The closed-form solution shows that the apparent strain of a bonded layer depends on the aspect ratio of the bond width to the layer thickness, besides Poisson's ratio.
Bond width has considerable influence on the crack growth life.
However, it is not sure how much strain enhancement can be achieved using a finite bond width.
A complete lateral constraint at the infinite bond width could maximize the apparent thermal strain of the bonded polymer.
From this study, an analytical approach is proposed to estimate the ultimate load value, in which an innovative concept of effective bond width is introduced.
Parametric studies using the validated model were carried out to investigate the effects of varying the bond length, the thickness of FRP, the type of FRP, the concrete strength, and the bond width ratio.
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Bonded width of flexural FRP laminate.
Fracture morphologies directly prove bigger bonding width on the weld using the half-threaded pin.
The half-threaded pin was beneficial for attaining bigger bonding width at the lap interface, which resulted from the higher material flow velocity.
In this paper, a new bond slip model is proposed in terms of DSSF content (0, 3, and 5 kg/m3 equivalent to fiber volume fractions (Vf) of 0%, 0.33%, and 0.55%, respectively), CFRP bonded length (Lf) (50, 75, and 100 mm), CFRP bonded width (bf) (50, 75, and 100 mm), and anchored system (with and without a CFRP anchoring strip width (bfA) of 25 mm and length (LfA) of 150 mm).
Cross tension failure load of the welds using the half-threaded pin is bigger than that using the full-threaded pin, which agrees with the different bonding widths.
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