Construction of Uniaxial Interaction Diagram for Slender Reinforced Concrete Column Based on Nonlinear Finite Element Analysis

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Category</td><td class="align_center">Maximum load (kN)</td><td class="align_center">Fexp/FFEA</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Experimental</td><td class="align_center">990</td><td class="align_center">1</td></tr><tr><td class="align_left">Valid-1(FE)</td><td class="align_center">1047.34</td><td class="align_center">0.9452</td></tr><tr><td class="align_left">Valid-2(FE)</td><td class="align_center">1204.33</td><td class="align_center">0.822</td></tr><tr><td class="align_left">Valid-3 (FE)</td><td class="align_center">1156.8</td><td class="align_center">0.85581</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison between FEA and experimental results.</div>

Advances in Civil Engineering

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Table 5

Table 5: Construction of Uniaxial Interaction Diagram for Slender Reinforced Concrete Column Based on Nonlinear Finite Element Analysis 