Fig. 10From: A framework for improving bridge resilience and sustainability through optimizing high-performance fiber-reinforced cementitious compositesAnalysis 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