Computational and Simulation Analysis of Pull-Out Fiber Reinforced Concrete

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Specimen</td><td align="center">Bond strength (kN)</td><td align="center"><svg height="11.9625" id="M36" style="vertical-align:-3.22278pt" version="1.1" viewbox="0 0 28.299999 11.9625" width="28.299999" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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t-44.5 92.5q0 46 38 78t95 45v2q-35 10 -54.5 33t-19.5 52q0 55 53 88.5t122 33.5q67 0 98.5 -23.5t31.5 -49.5z" id="x1D700"></path></g>
<g transform="matrix(.012,-0,0,-.012,7.037,11.762)"><path d="M797 0h-214v26q46 5 58 17.5t12 63.5v167q0 116 -88 116q-48 0 -112 -52q3 -18 3 -42v-195q0 -46 11 -58t53 -17v-26h-214v26q48 5 59.5 17t11.5 60v172q0 115 -88 115q-47 0 -109 -52v-235q0 -47 10 -59.5t48 -17.5v-26h-211v26q50 5 62.5 17t12.5 60v207q0 48 -9 59.5
t-52 18.5v23q79 14 139 41v-81q3 2 29 20.5t44 29.5q45 28 81 28t66 -22t46 -61q25 20 83 57q39 26 76 26q59 0 93 -40t34 -113v-193q0 -49 10.5 -60.5t54.5 -16.5v-26z" id="x6D"></path></g><g transform="matrix(.012,-0,0,-.012,16.783,11.762)"><path d="M433 39l-85 -51q-27 0 -47 20q-16 16 -24 44q-5 -3 -24 -16.5t-27 -18.5t-23 -13.5t-25 -12t-19 -3.5q-52 0 -86 36.5t-34 85.5q0 71 81 99q128 43 155 65v17q0 54 -23 83.5t-62 29.5q-28 0 -45 -19t-29 -66q-7 -23 -29 -23q-15 0 -29 13t-14 30t31 40q25 19 68.5 40.5
t81.5 29.5q49 0 82 -27q45 -39 45 -123v-185q0 -60 35 -60q18 0 36 11zM275 84v156q-12 -6 -49 -23t-41 -19q-31 -14 -46 -31t-15 -43q0 -35 22.5 -55.5t48.5 -20.5q19 0 42 10.5t38 25.5z" id="x61"></path></g><g transform="matrix(.012,-0,0,-.012,22.006,11.762)"><path d="M474 0h-214v26q32 4 39 12t-5 28l-74 117q-39 -58 -64 -106q-16 -25 -10 -35t44 -16v-26h-186v26q46 6 64 17t48 49t85 120l-87 136q-23 36 -40 47t-58 16v26h199v-26q-31 -4 -36.5 -12.5t9.5 -29.5l59 -93q37 56 58 94q13 23 7 30t-40 11v26h183v-26q-47 -5 -65 -13.5
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</svg> (mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">30 MPa-100-10</td><td align="center">20.4</td><td align="center">0.009133</td></tr><tr><td align="left">30 MPa-150-10</td><td align="center">23.2</td><td align="center">0.010213</td></tr><tr><td align="left">30 MPa-200-10</td><td align="center">27.9</td><td align="center">0.012238</td></tr><tr><td align="left">30 MPa-250-10</td><td align="center">26.6</td><td align="center">0.0118</td></tr><tr><td align="left">30 MPa-300-10</td><td align="center">26.0</td><td align="center">0.011452</td></tr><tr><td align="left">30 MPa-350-10</td><td align="center">23.0</td><td align="center">0.010106</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Calculation for each specimen test by Abaqus software.

Advances in Materials Science and Engineering

tab4

Table 4

Table 4: Computational and Simulation Analysis of Pull-Out Fiber Reinforced Concrete 