Hysteretic Behavior of Specimens of Circular Concrete-Filled CFRP-Steel Tubular Beam-Column

<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 class="align_left">Thickness of single layer (mm)</td><td class="align_center">Weight (g/m<sup>3</sup>)</td><td class="align_center">Elongation at break (%)</td><td class="align_center">Tensile strength of monofilament (GPa)</td><td class="align_center">Elastic modulus (GPa)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">0.111</td><td class="align_center">200</td><td class="align_center">2.1</td><td class="align_center">4.9</td><td class="align_center">230</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic performance parameters of CFRP.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Hysteretic Behavior of Specimens of Circular Concrete-Filled CFRP-Steel Tubular Beam-Column 