Experimental Investigation on Effect of Carbon Nanotubes and Carbon Fibres on the Behavior of Plain Cement Mortar Composite Round Bars under Direct Tension

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td align="left">Length of the specimens</td><td align="left">500 mm</td></tr><tr><td align="left">Diameter of the specimens</td><td align="left">30 mm</td></tr><tr><td align="left">Water cement ratio</td><td align="left">0.40</td></tr><tr><td align="left">Percentage of carbon fibers (CFs) used</td><td align="left">2.25% by the weight of the cement.</td></tr><tr><td align="left">Percentage of Multiwalled Carbon Nanotubes (MWCNTs) used</td><td align="left">0.5% by the weight of the cement.</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Specimen characteristics of mix proportion used 1 : 1.

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Table 2

Table 2: Experimental Investigation on Effect of Carbon Nanotubes and Carbon Fibres on the Behavior of Plain Cement Mortar Composite Round Bars under Direct Tension 

Table 2 | Experimental Investigation on Effect of Carbon Nanotubes and Carbon Fibres on the Behavior of Plain Cement Mortar Composite Round Bars under Direct Tension 