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Is the current bridge load performance sustaining the original designed CFRP-strengthened flexural bending moment?
Therefore this paper proposes a simple, quick and reliable approach for bridge load testing.
Consequently, the condition of CFRP laminate concrete bond becomes a critical element in sustaining long-term bridge load performance.
It is necessary to periodically evaluate the bond condition of the CFRP laminates applied to bridges to monitor potential changes (deteriorations) in bridge load performance.
The purpose of this method is to test and locate CFRP plates de-bonded from bridge structural members to identify associated deterioration in bridge load performance.
The impact tests presented in this paper indicate the impact-echo method can potentially identify changes in bridge load performance resulting from de-bonded CFRP laminate systems.
Similar(45)
Open image in new window Figure 5 Eurocode model LM71 railway bridge loading diagram.
Bridge loads or actions are forces, deformations, or accelerations applied to a structure or its components.
Results are presented for some cases of bridge loading, compared to a return period approach and significant differences identified.
Different traffic compositions and several congestion patterns are analysed in relation to their traffic features and influence on bridge loading.
It is shown that there are various patterns of correlation, some of which are significant for bridge loading.
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