Effects of Variable Humidity on the Creep Behavior of Concrete and the Long-Term Deflection of RC Beams

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Water (kg/m<sup>3</sup>)</td><td class="align_center">Cement (kg/m<sup>3</sup>)</td><td class="align_center">Coarse aggregate (kg/m<sup>3</sup>)</td><td class="align_center">Fine aggregate (kg/m<sup>3</sup>)</td><td class="align_center">Plasticizer (kg/m<sup>3</sup>)</td><td class="align_center">Slump (mm)</td><td class="align_center">Elastic modulus (GPa)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">195</td><td class="align_center">390</td><td class="align_center">1162</td><td class="align_center">653</td><td class="align_center">1.6</td><td class="align_center">180</td><td class="align_center">36.7</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Properties and mixture proportion of the concrete used in the present study.</div>

Advances in Civil Engineering

tab1

Table 1

Table 1: Effects of Variable Humidity on the Creep Behavior of Concrete and the Long-Term Deflection of RC Beams 