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With increasing load, a clear crack appeared first in the tension zone of the specimen.
The first model allows for the volume change, which increases in the "tension" zone and decreases under compression.
The only difference between the two beams was percentage area of reinforcement present in its tension zone (Ast).
In tension zone, the stress strain curve is approximately linearly elastic up to the maximum tensile strength.
The variables were percentage area of reinforcement in tension zone, span, and age of concrete for RCC beams.
T-stubs are generally used to represent the tension zone of bolted moment resisting connections.
To simulate this condition, the test beams were pre-cracked up to 0.3 mm width at tension zone.
The shear capacity of the tension zone was defined by considering the post-cracking tensile strength of FRC.
The behaviour of such specimens differs very much from that of a real cracked concrete structure with a tension zone.
The resulting sub-laminated system may be attached to the tension zone of timber/glulam beams.
Two kinds of SHCCs were used as layer materials for the tension zone of concrete beam.
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