Numerical Modelling of Field Test for Crack Risk Assessment of Early Age Concrete Containing Fly Ash

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Location in wall</td><td class="align_center">Applied autogenous shrinkage</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Slice 1 and 5</td><td class="align_center">29°C series (20°-29°-20°C temperature history)</td></tr><tr><td class="align_left">Slice 2 and 4</td><td class="align_center">47°C series (20°-47°-20°C temperature history)</td></tr><tr><td class="align_left">Slice 3</td><td class="align_center">60°C series (20°-60°-20°C temperature history)</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Autogenous shrinkage at different locations.</div>

Advances in Materials Science and Engineering

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Table 8

Table 8: Numerical Modelling of Field Test for Crack Risk Assessment of Early Age Concrete Containing Fly Ash 