Experimental and Numerical Evaluation of Direct Tension Test for Cylindrical Concrete Specimens

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Materials</td><td align="center">Modulus of elasticity (GPa)</td><td align="center">Poisson’s ratio</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">Steel</td><td align="center">200</td><td align="center">0.3</td></tr><tr><td align="left">Concrete</td><td align="center">22</td><td align="center">0.2</td></tr><tr><td align="left">Epoxy</td><td align="center">1</td><td align="center">0.3</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Material properties used in finite element analysis.

Advances in Civil Engineering

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Table 1

Table 1: Experimental and Numerical Evaluation of Direct Tension Test for Cylindrical Concrete Specimens 