A Mesoscopic Simulation for the Early-Age Shrinkage Cracking Process of High Performance Concrete in Bridge Engineering

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Index</td><td class="align_center">Crushing value (%)</td><td class="align_center">Strength of rock (MPa)</td><td class="align_center">Modulus (GPa)</td><td class="align_center">Density (Kg/m<sup>3</sup>)</td><td class="align_center">Poisson’s ratio</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Aggregate</td><td class="align_center">13</td><td class="align_center">105</td><td class="align_center">70</td><td class="align_center">2660</td><td class="align_center">0.167</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

The physical and mechanical properties of coarse aggregate.

Advances in Materials Science and Engineering

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Table 3

Table 3: A Mesoscopic Simulation for the Early-Age Shrinkage Cracking Process of High Performance Concrete in Bridge Engineering 