Influence of Fiber Orientation on the Shear Properties of Steel Fiber-Reinforced Reactive Powder Concrete Beams

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Sample type</td><td class="align_center">The specimen variable (%)</td><td class="align_center">Measured value <svg height="14.8642pt" id="M66" style="vertical-align:-3.272799pt" version="1.1" viewbox="-0.0498162 -11.5914 65.5384 14.8642" width="65.5384pt" 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="M219 86C216 168 211 250 206 337C201 410 189 448 163 448C131 448 79 396 43 344L60 322C91 359 110 375 118 375S132 358 136 298C141 238 152 81 155 -12H182C242 62 331 177 390 258C435 321 451 360 451 391C450 424 432 448 408 448C390 448 372 435 366 419C362 410 362 401 366 394C373 383 376 367 376 350C376 283 262 138 221 86H219Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,5.811,3.132)"><path d="M433 39L423 65C413 59 399 54 387 54C370 54 352 69 352 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width="8.8162pt" 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="M645 631C614 643 545 666 457 666C215 666 23 519 23 283C23 90 158 -16 337 -16C412 -16 489 2 522 10C543 39 590 127 606 167L580 181C519 89 459 18 348 18C201 18 122 136 122 287C122 464 244 632 435 632C544 632 602 595 608 472L639 475C643 526 645 581 645 631Z"></path></g></svg></span></td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left" rowspan="6">ASFRPC</td><td class="align_center">L20-A1</td><td class="align_center">1.916</td><td class="align_center">1.085</td><td class="align_center">0.831</td><td class="align_center">1.3843</td><td class="align_center">0.6007</td></tr><tr><td class="align_center">L30-A1</td><td class="align_center">1.653</td><td class="align_center">1.133</td><td class="align_center">0.520</td><td class="align_center">1.152</td><td class="align_center">0.451</td></tr><tr><td class="align_center">L40-A1</td><td class="align_center">1.494</td><td class="align_center">1.171</td><td class="align_center">0.323</td><td class="align_center">0.9674</td><td class="align_center">0.3339</td></tr><tr><td class="align_center">L20-A2</td><td class="align_center">2.403</td><td class="align_center">1.171</td><td class="align_center">1.232</td><td class="align_center">1.6615</td><td class="align_center">0.7415</td></tr><tr><td class="align_center">L30-A2</td><td class="align_center">1.819</td><td class="align_center">1.238</td><td class="align_center">0.571</td><td class="align_center">1.3369</td><td class="align_center">0.4271</td></tr><tr><td class="align_center">L40-A2</td><td class="align_center">1.706</td><td class="align_center">1.296</td><td class="align_center">0.410</td><td class="align_center">1.106</td><td class="align_center">0.3707</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Computing process of correction factor <i>C</i>.</div>

Advances in Civil Engineering

tab7

Table 7

Table 7: Influence of Fiber Orientation on the Shear Properties of Steel Fiber-Reinforced Reactive Powder Concrete Beams 