Prediction of Long-Term Prestress Loss and Crack Resistance Analysis of Corroded Prestressed Concrete Box-Girder Bridges

<div>Time-dependent curve related to long-term prestress loss. (a) CT1. (b) CB1. (c) Average loss of all longitudinal PTs. (d) Coefficient of variation.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Prediction of Long-Term Prestress Loss and Crack Resistance Analysis of Corroded Prestressed Concrete Box-Girder Bridges 