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The finite element model results closely agreed with the experimental results; the model overestimates the values of the ultimate loads of the tested slabs by 2 3%. 7.
However, the values of the ultimate tensile strength and the initial modulus of the hybrid fibers decreased markedly with increasing DR from 1 to 16.
As indicated by Figure 2, the mean values of the ultimate drift capacity for walls failing in flexural, hybrid and shear failure modes were 1.21%, 0.96% and 0.40%, respectively.
Calculated probabilistic plate strengths and the generated random values of the ultimate strength basic design variables are substituted into the developed limit state equations to define the failure or survival state of the plate.
A new surrogate function to predict the ultimate buckling load of Y-stiffener plate combination is created and validated using the values of the ultimate buckling loads calculated using nonlinear finite element analysis.
Hence, despite the inherent randomness associated with masonry as a material, the classification of the URM piers based only on their failure mechanisms seems to be the main reason for the observed scatter in the values of the ultimate drift capacity.
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Furthermore, the analytic value of the ultimate displacement is equal to 32.24 mm, related to a span increase of 16.53 %.
The maximum value of the ultimate drift capacity was reached for specimen BNW3, which was tested under cantilever boundary conditions.
The results of the analytical investigation showed good agreement with the experimental value of the ultimate shear capacity.
The lower bound value of the ultimate pressure of 2.80 Pd and the upper bound of the ultimate pressure of 3.45 Pd are also predicted from the analysis.
In term of slips, the NSM samples had higher values with the mid-range value of the ultimate slip developed within the interface of the NSM samples being approximately 0.5 mm, whilst an ultimate slip of 0.4 mm was never exceeded in the EBR samples.
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Justyna Jupowicz-Kozak
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