Experimental and numerical study on fatigue performance of U-rib connections
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DOI: 10.1016/j.jcsr.2019.105796
Abstract: Abstract The welded and bolted splice plate connections in orthotropic steel decks (OSD) are prone to fatigue problems resulting from the high cyclic stresses. An experimental study was conducted to investigate the fatigue behavior of… read more here.
Keywords: connection; splice plate; plate; rib ... See more keywords