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The effect of effective bond length has been studied for above parameters.
Moreover, the concrete strength and fatigue loading amplitude have little effect on the effective bond length under fatigue loading.
This has special importance in those cases where the bonded length is short and the effective bond length of the interface is not ensured.
The results obtained confirm that the eccentricity effect is negligible for bonded lengths longer than the effective bond length.
Therefore, estimation of effective bond length is essential to utilise the CFRP composites cost effectively.
Test results also suggest the effective bond length.
Both models gave reasonable predictions of the effective bond length and the ultimate load-carrying capacities.
Most theoretical bond strength models are established based on effective bond length.
The prediction models of effective bond length, considering the influence of marine environment, are also established.
Moreover, effective bond length shows good agreement with those determined from experimental tests.
Therefore, determination of the effective bond length is necessary to determine bond strength.
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