The Impact of the HMCFRP Ratio on the Strengthening of Steel Composite I-Beams

<div class="floats-full-page floats-full-page-other"><h2>Table 3</h2><div class="floats-full-page-caption">Comparison of strengthened and reference beams during numerical analysis and experimental testing.</div><div class="floats-full-page-content"><table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr /></td></tr><tr class="thead"><td align="left"> </td><td align="left"> </td><td align="center">Experiment</td><td align="center">FEM</td><td align="center">% Difference</td></tr><tr><td class="thead-hr" colspan="5"><hr /></td></tr><tr><td align="left" rowspan="2">Reference beam</td><td align="left">Max load (kN)</td><td align="center">83</td><td align="center">84</td><td align="center">1.2</td></tr><tr><td align="left">Max moment (kN-m)</td><td align="center">43.6</td><td align="center">44.13</td><td align="center">1.2</td></tr><tr><td align="left" rowspan="2">Strengthened beam</td><td align="left">Max load (kN)</td><td align="center">115.4</td><td align="center">121</td><td align="center">4.85</td></tr><tr><td align="left">Max moment (kN-m)</td><td align="center">60.58</td><td align="center">63.52</td><td align="center">4.85</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr" /></td></tr></table></td></tr></table></div></div>

Table 3 | The Impact of the HMCFRP Ratio on the Strengthening of Steel Composite I-Beams

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Table 3: The Impact of the HMCFRP Ratio on the Strengthening of Steel Composite I-Beams

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Table 3

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