CCF20081219 034
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Fig. 9a. Steel fiber dosaee versus expcrimental ultimate load relationships rc, c:0 and C30 cl**, „r '^ęŚcii/ćOMŹ)
Fig. lOa. Steel fiber dosaee versus expcrimcntal ultimate load relationships for C20 and C30 classes of SFARC beams.
Fig. 9b. Steel Fiber dosaee versus touehness relationships for cylindrical
Fig. lOh. Steel fiber dosaee versus fiexural toughness relationships for
SFARC beams.
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