Flexural behavior of an innovative dovetail UHPC joint in composite bridges under negative bending moment
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DOI: 10.1016/j.engstruct.2019.109716
Abstract: Abstract The 5th Nanjing Yangtze River Bridge is a three-tower cable-stayed bridge with a main span of 600 m and a composite cross section consisting of a steel box girder- and precast ultra-high performance concrete (UHPC)… read more here.
Keywords: behavior innovative; bending moment; flexural behavior; uhpc slabs ... See more keywords