Study on Finite Element Model of the Prefabricated Reinforced Concrete Beam-Column Joints with Grouted Sleeves

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Characteristic point</td><td class="align_center">Value <i>F</i></td><td class="align_center"><i>R</i> square</td><td class="align_center">Yield strength of reinforcement</td><td class="align_center">Significance</td><td class="align_center">Constant</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Yield strength point A</td><td class="align_center">19.338</td><td class="align_center">0.668</td><td class="align_center">−0.813</td><td class="align_center">0.000</td><td class="align_center">834.52</td></tr><tr><td class="align_left">Ultimate strength C</td><td class="align_center">28.114</td><td class="align_center">0.589</td><td class="align_center">0.367</td><td class="align_center">0.000</td><td class="align_center">396.00</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The stress fitting results of the characteristic points.</div>

Advances in Civil Engineering

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Table 4

Table 4: Study on Finite Element Model of the Prefabricated Reinforced Concrete Beam-Column Joints with Grouted Sleeves 