Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar

<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">RC beam specimen</td><td class="align_center">Number of cycles (<i>N</i>)</td><td class="align_center">Failure pattern</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">RC-SR</td><td class="align_center">7,670</td><td class="align_center">Compressive failure of concrete</td></tr><tr><td class="align_left">RC-HR</td><td class="align_center">8,497</td><td class="align_center">Compressive failure of concrete</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 4

Table 4: Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar 