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Determine about the post-tensioned concrete
The transfer stage may take place after a long time from the casting of concrete, in the case of post-tensioned,members, enabling the concrete to achieve a very high strength. This is the reasoA that IS :1343-1980 specifies a larger minimum concrete grade of M 40 (a concrete mix whose 15 cm cubes achieve a compressive strength of 40 N/mm2 after 28 days of curing in water under specified conditions of temperature) compared to M 30 grade of concrete in the case of post-tensioned concrete members.
Effect of rusting on steel reinforcement Corrosion of steel reinforcement inside a concrete structure is undesirable in the subsequent ways: (i) Presence of rust impairs
grading classification
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Reinforcement of concrete in contact with internal vibrators At the time of concreting, if internal vibrators are placed accidentally in contact with some of the reinforcemen
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