Fig. 8From: A framework for improving bridge resilience and sustainability through optimizing high-performance fiber-reinforced cementitious compositesDevelopment of cracks in the deck and the diaphragm after de-tensioning of member 11: a the crack pattern at nodal region 11–12 (image reprinted from NTSB accident report [13]); and b the evolution of cracks and the failure mechanism of nodal region 11–12Back to article page