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This paper describes an experimental investigation into the effect of corrosion damaged partial length in one shear span on the shear behaviour and load capacity of reinforced concrete (RC) beams, where 14 RC beams were tested in four-point bending.
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Additionally, for one shear-span to depth ratio, this study uses the average value of crack width ratios under two various compression strengths of concrete to investigate the relationship between the crack width ratio and shear-span to depth ratio.
Specimen is placed over roller-hinge supports, and loading points are marked on shear span.
Two square openings, one in each shear span, were placed symmetrically about the mid-point of the beam.
All specimens had two circular openings, one in each shear span, that were placed symmetrically about the mid-point of the beam (Fig. 1).
Specifically, depending on the shear span-to-depth ratio and shear stress of the coupling beam, diagonal reinforcements should be used if high deformation capacity is required.
Two sets of slabs; each set comprising three CRC composite slabs and one conventional concrete slab has been tested with two shear span (450 and 900 mm).
The neural network model has five input nodes representing the concrete compressive strength (f′c), beam width (b), effective depth (d), shear span to depth ratio (a/d), longitudinal steel ratio, five hidden layer nodes and one output node representing the ultimate shear strength (vu=Vu/bd).
Two-point loads were applied on the specimens with a clear span of 2100 mm and a shear span of 750 mm.
Shear span.
Shear span, mm.
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