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Behaviour of High Performance Fibre Reinforced Concrete Beam under Cyclic Loading

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Figure

Table 2Mix proportion
Table 4 Difference of residual strength for beams
Fig.11:  Ductility graph for aspect ratio 50 and  volume Ductility graph for aspect ratio 50 and  volume fraction 0.75% (S2) beamfraction 0.75% (

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