Fibre reinforced concrete is characterised by its post cracking strength. Determining these properties can be subject to a high degree of scatter which may otherwise lead to low characteristic values which may be adopted in design. Reliability analyses together with sensitivity analyses (through the use of Monte Carlo simulations) on key parameters such as variability of the material's direct tensile strength and model errors from published analytical, are required to determine reliability indices ß, resistance factors ? and partial safety factors used in the design of fibre reinforced concrete structures.

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