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Table 8 Comparison of test and predicted ultimate moments.

From: Experimental Investigation on Flexural Behavior of Reinforced Ultra High Performance Concrete Low-Profile T-Beams

SpecimensB-S65-16B-S65-20B-S81-20B-S83-20B-H65-20MeanStandard deviation
Mut(kNm)65.51101.69104.97101.91132.97
Mup(kNm)65.98100.94100.96101.27131.47
Mup/Mut1.010.990.950.990.990.950.09