Advances in Civil Engineering / 2017 / Article / Tab 3

Research Article

Numerical Simulations of Restrained Shrinkage Cracking in Glass Fibre Reinforced Shotcrete Slabs

Table 3

Amount of glass fibre reinforcement, time at failure due to shrinkage, and measured thickness for slabs 1–6 tested by Bryne et al. [17]. Slabs S1, S4, and S5 are here analysed using FE modelling.

SlabFibre content (kg/m3)Failure (days)Thickness (mm)
MinMaxMean

S106123825
S207214533
S356194832
S4514254537
S5107205837
S6106175741

Analysed using FE modelling.

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