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Exact(8)
The reduction in bond strength of both fibres after elevated temperature exposure is found to correlate closely with the degradation in compressive strength of the concretes.
The efficiency of the load transfer mechanism depends on the bond strength of both the micropile grout and the concrete grout interfaces.
The results indicate that when NA is used, the bond strength of both the GP-NA and OPC-NA ITZs decreases with higher W/S ratio.
A new modified model that incorporates the combined effects of pressure, temperature and healing time could be used to predict the bond strength of both symmetric and asymmetric COC joints.
The performance of various Codes and other existing equations in predicting bond strength of both low/high modulus GFRP bars embedded in ECC compared to NC is described based on experimental results.
Bond strength of both LM and HM bars in ECC was higher (maximum 1.60 and 1.50 times higher for LM and HM bars, respectively) than their NC counterparts irrespective of embedded length and bar diameter.
Similar(52)
The mean shear bond strengths of both brackets were higher than those considered clinically optimal.
For specimens with stirrups, the ultimate bond strengths of both NAC and RAC specimens do not change significantly with steel corrosion growth; the stirrups reduce the difference in bond behaviour between NAC and RAC specimens.
However, enamel surface treatment with fluoride might affect the bond strength of bonded brackets and might lead to bracket failure.
Besides, this study intends to evaluate the bond strength of a partially de-bonded flexural member, based on the existing researchers' strength equation for calculation of bond strength.
The bond strength of steel bars in concrete was the output data for both models.
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Justyna Jupowicz-Kozak
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