Fatigue Performance of CFRP-Strengthened Rib-to-Diaphragm Welded Details of Orthotropic Steel Decks: Experimental and Numerical Evaluation

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Name</td><td class="align_center">Elastic modulus (MPa)</td><td class="align_center">Poison’s ratio</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">CFRP</td><td class="align_center">2.5×10<sup>5</sup></td><td class="align_center">0.3</td></tr><tr><td class="align_left">Glue layer</td><td class="align_center">6.0×10<sup>3</sup></td><td class="align_center">0.38</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Elastic modulus and Poison’s ratio of CFRP and glue layer.</div>

Advances in Civil Engineering

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Table 4

Table 4: Fatigue Performance of CFRP-Strengthened Rib-to-Diaphragm Welded Details of Orthotropic Steel Decks: Experimental and Numerical Evaluation 