Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Full-size model in SAFEM</td><td class="align_center">Half symmetrical model in ABAQUS</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Elements</td><td class="align_center">1321</td><td class="align_center">101459</td></tr><tr><td class="align_left">Nodes</td><td class="align_center">2738</td><td class="align_center">184391</td></tr><tr><td class="align_left">Computational time (h)</td><td class="align_center">1.8</td><td class="align_center">3.1</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of the elements, nodes, and computational time between SAFEM and ABAQUS in static analysis with linear viscoelastic material property.</div>

Advances in Civil Engineering

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Table 5

Table 5: Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure 

Table 5 | Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure 