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Flexural Behaviour of Reinforced Fibrous Concrete Beams: Experiments and Analytical Modelling

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Figure

Table 1: Mixture proportion of the control concrete  Material  Quantity, kg/m 3 Cement  322  Sand  872  Gravel  967  Water  193  Super-Plasticizer  1.61
Table 2:  Fibers investigated in this study
Fig. 5:   Moment versus CMOD curves  Fig.8  also  shows  that  the  ultimate  moment  of  reinforced  concrete  increases  with  the  addition  of  metallic fibers
Fig. 7:  Cracking and ultimate moment (experimental  results)  36,8 4,1 0,3 8,549,1 21,7 0102030405060
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