Behavior of GFRP-Wood Composite Sandwich Beam-Column Joints with Angle Steels

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">Tensile strength (MPa)</td><td class="align_center">Elastic modulus (GPa)</td><td class="align_center">Compressive strength (MPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">GFRP</td><td class="align_center">291.61</td><td class="align_center">21.09</td><td class="align_center">168.21</td></tr><tr><td class="align_left">Southern pine</td><td class="align_center">—</td><td class="align_center">5.87</td><td class="align_center">31.88</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical properties of the GFRP and southern pine.</div>

Advances in Civil Engineering

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Table 1

Table 1: Behavior of GFRP-Wood Composite Sandwich Beam-Column Joints with Angle Steels 