Compressive Strength Evaluation of Fiber-Reinforced High-Strength Self-Compacting Concrete with Artificial Intelligence

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Training</td><td class="align_center">Validation</td><td class="align_center">Testing</td><td class="align_center">Overall</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left"><i>R</i><sup>2</sup></td><td class="align_center">0.9755</td><td class="align_center">0.9851</td><td class="align_center">0.9438</td><td class="align_center">0.9742</td></tr><tr><td class="align_left"><span style="width: 25.1663ptpx;"><svg height="8.98583pt" id="M13" style="vertical-align:-0.2324905pt" version="1.1" viewbox="-0.0498162 -8.75334 25.1663 8.98583" width="25.1663pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M861 0V28C774 35 771 41 768 147L759 509C756 612 762 614 851 622V650H681L449 149L221 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616 128 612 128 523V125C128 43 120 35 29 28V0H511C520 31 540 125 546 158L517 162Z"></path></g></svg></span></td><td class="align_center">53.8</td><td class="align_center">44.9</td><td class="align_center">75.9</td><td class="align_center">55.8</td></tr><tr><td class="align_left"><span style="width: 33.2696ptpx;"><svg height="8.98583pt" id="M14" style="vertical-align:-0.2324905pt" version="1.1" viewbox="-0.0498162 -8.75334 33.2696 8.98583" width="33.2696pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M631 18C609 24 585 35 559 65C534 91 514 117 478 169C448 214 406 281 389 313C462 346 516 399 516 485C516 545 490 590 449 616C412 641 363 650 290 650H42V622C120 615 128 612 128 527V125C128 40 120 34 38 28V0H300V28C221 34 212 40 212 125V284H244C295 284 312 272 329 244C359 195 395 133 430 84C475 19 516 -3 592 -7C603 -8 615 -8 627 -8L631 18ZM212 316V563C212 591 215 602 223 607C231 613 248 617 277 617C352 617 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47C219 59 213 81 213 128V317H308C395 317 402 311 415 240H444V431H415C403 364 398 356 307 356H213V584C213 613 215 616 246 616H322C394 616 421 609 435 587C448 566 458 544 467 502L496 506C493 557 488 625 488 650H42V622C120 616 128 612 128 523V125C128 43 120 35 29 28V0H511C520 31 540 125 546 158L517 162Z"></path></g></svg></span></td><td class="align_center">7.33</td><td class="align_center">6.70</td><td class="align_center">8.71</td><td class="align_center">7.47</td></tr><tr><td class="align_left"><span style="width: 58.1574ptpx;"><svg height="12.599pt" id="M15" style="vertical-align:-3.2911pt" version="1.1" viewbox="-0.0498162 -9.3079 58.1574 12.599" width="58.1574pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M483 97L471 123C436 91 401 65 392 65C388 65 384 74 390 106C414 239 444 378 457 429L455 433C444 433 429 436 416 439C392 444 368 448 344 448C281 448 204 415 152 376C71 315 23 205 23 103C23 21 57 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class="align_center">0.93</td></tr><tr><td class="align_left">Number of samples</td><td class="align_center">91</td><td class="align_center">20</td><td class="align_center">20</td><td class="align_center">131</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Performance results of the ANN model.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Compressive Strength Evaluation of Fiber-Reinforced High-Strength Self-Compacting Concrete with Artificial Intelligence 