Fig. 9 | Journal of Civil Structural Health Monitoring

Fig. 9

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

Fig. 9

Histograms of stress ranges induced by: a temperature (treated separately), b traffic (treated separately), c combined temperature and traffic with 24 h windowing and d combined temperature and traffic with 75 days windowing. These histograms are given for the whole monitoring period (602 days) and correspond to gauges: transversal from Group 1 and longitudinal from Group 2

Back to article page