Ductile–Brittle Transition Temperature of Epoxy Asphalt Concrete of Steel Bridge Deck Pavement Based on Impact Toughness

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Physical properties</td><td class="align_center">Value</td><td class="align_center">Technical performance</td><td class="align_center">Test methods</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Weight ratio (main agent/curing agent)</td><td class="align_center">56/44</td><td class="align_center">56/44</td><td class="align_center">—</td></tr><tr><td class="align_left">Tensile strength (23°C, MPa)</td><td class="align_center">3.62</td><td class="align_center">≥3.0</td><td class="align_center">JIS K 7113</td></tr><tr><td class="align_left">Damage elongation (23°C, %)</td><td class="align_center">319</td><td class="align_center">≥100</td><td class="align_center">JIS K 7113</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Performance of TAF epoxy resins after recuperative curing.</div>

Advances in Materials Science and Engineering

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Table 3

Table 3: Ductile–Brittle Transition Temperature of Epoxy Asphalt Concrete of Steel Bridge Deck Pavement Based on Impact Toughness 