Experimental Research on Waste Fiber Recycled Concrete Beam-to-Column Joints under Monotonic Loading

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Reinforcement specification</td><td class="align_center">Yield strength fy (N/mm<sup>2</sup>)</td><td class="align_center">Ultimate strength fu (N/mm<sup>2</sup>)</td><td class="align_center">Stirrup fu (×105 N/mm<sup>2</sup>)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Φ8 stirrup</td><td class="align_center">311.8</td><td class="align_center">454.4</td><td class="align_center">2.27</td></tr><tr><td class="align_left">16 longitudinal</td><td class="align_center">335</td><td class="align_center">455</td><td class="align_center">2</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical properties of steel bar.</div>

Advances in Materials Science and Engineering

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Table 4

Table 4: Experimental Research on Waste Fiber Recycled Concrete Beam-to-Column Joints under Monotonic Loading 