Mechanical Behavior and Chloride Penetration of Precracked Reinforced Concrete Beams with Externally Bonded CFRP Exposed to Marine Environment

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Series</td><td class="align_center">Residual crack<br/>width (mm)</td><td class="align_center">Residual<br/>deflection (mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">D</td><td class="align_center">0.11</td><td class="align_center">0.91</td></tr><tr><td class="align_left">DF</td><td class="align_center">0.28</td><td class="align_center">1.47</td></tr><tr><td class="align_left">DFH</td><td class="align_center">0.26</td><td class="align_center">1.11</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

International Journal of Polymer Science

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Table 2

Table 2: Mechanical Behavior and Chloride Penetration of Precracked Reinforced Concrete Beams with Externally Bonded CFRP Exposed to Marine Environment 

Table 2 | Mechanical Behavior and Chloride Penetration of Precracked Reinforced Concrete Beams with Externally Bonded CFRP Exposed to Marine Environment 