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The steel corrosion that was induced into beam specimens casting were estimated at 0%, 4.55% and 32.37%, respectively, according to mass loss of steel reinforcement.
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Previous testing was limited to half-scale slab specimens cast in the laboratory.
Furthermore, Wille and Parra-Montesinos (2012) observed that beam specimens cast only at their middle point exhibited lower peak strength compared to that of similar specimens cast in layers with higher chute speed (0.50 m/s (20 in/s)).
All the film specimens cast from toluene solutions were found to have alternating lamellar structures.
On the other hand, beams cast with lower chute speed (0.13 m/s (5 in/s)) exhibited lower flexural strength compared to that of specimens cast at their middle only.
The creep coefficient and drying shrinkage strain for the concrete were measured on companion specimens cast with the slabs and cured similarly.
Currently available analytical models were developed for homogeneous concrete and are therefore inapplicable to specimens cast with concretes of different strengths.
Diagonal cracks were noticed more at the joint of the control specimens with reinforcement detailing as per IS 456- 2000) and IS 13920- 1993) compared to the specimens casted by using HPC mix with 10%% silica fume and 0.3 % glass fibre.
studied the bond characteristics of different bar diameters in beam specimens cast using self-compacting concrete SCC and conventional vibrated concrete VC having an f c ′ of approximately 60 MPa.
The ability to detect and locale corrosion was demonstrated on mortar and grout specimens, cast to simulate chloride-induced corrosion on post-tensioned tendons.
Results obtained from fresh state performance tests have been finally correlated to the fracture toughness properties in the hardened state, measured on specimens cast according to the same procedure employed for fresh state tests.
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