Table 1 Calculated stress distribution in the deck slab under maximum positive bending moment 24 kNm/m

From: Long-term strain measurements of traffic and temperature effects on an RC bridge deck slab strengthened with an R-UHPFRC layer

LayerStrain [‰]Stress [MPa]
UHPFRC− 0.13− 7
Reinforcement in UHPFRC− 0.04− 9
ConcreteN/AN/A
Upper reinforcement in concrete0.0918.2
Lower reinforcement in concrete0.53108
  1. N/A not applicable