| http://www.w3.org/ns/prov#value | - lthough the test specimens and the HPFRC concrete composition are exactly the same, the values of the mechanical parameters obtained from the two types of test are quite different, and a notable variation in the ???load-deflection,??? ???load-CMOD,??? and ???load-CTOD??? curves is observed in all the HPFRC specimens, both with 1% and with 2% of fibre volume.(vii)The ductility indexes, and , increa
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