Fig. 10.From: Correction: Optimizing high-performance fiber-reinforced cementitious composites for improving bridge resilience and sustainabilityAnalysis results of member 11: (a) contour of the maximum principal stress before the re-tensioning of member 11 (unit: MPa); (b) contour of DAMAGET before the re-tensioning of member 11; (c) failure mode of the bridge after the re-tensioning of member 11; and (d) tensile damage of the diaphragm after re-tensioning of member 11Back to article page