ECC Design Based on Uniform Design Test Method and Alternating Conditional Expectation

<div>Transformation correlation: (a) mapping relationships for regression target <i>y</i><sub>1</sub> (ultimate tensile strain <i>ɛ</i><sub>cu</sub>); (b) mapping relationships for regression target <i>y</i><sub>2</sub> (fracture energy <span class="nowrap"><svg height="15.5578pt" id="M56" style="vertical-align:-3.834001pt" version="1.1" viewbox="-0.0498162 -11.7238 14.2898 15.5578" width="14.2898pt" 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="M673 297H417L411 270C517 261 522 258 506 183L487 92C476 38 428 19 360 19C207 19 123 132 123 287C123 472 243 631 441 631C557 631 617 583 617 469L647 472C650 545 655 604 658 632C625 643 554 666 467 666C201 666 23 502 23 278C23 90 156 -16 339 -16C410 -16 501 6 569 24C566 43 567 70 573 101L589 183C604 259 607 262 667 271L673 297Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,8.892,-5.741)"><path d="M303 0V28C221 34 213 39 213 125V525C213 610 221 616 303 622V650H38V622C120 616 128 610 128 525V125C128 40 120 34 38 28V0H303Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,8.827,3.784)"><path d="M493 503C489 551 484 614 483 650H43V622C120 616 128 611 128 525V126C128 40 120 34 40 28V0H312V28C221 34 213 40 213 126V307H316C407 307 412 296 424 227H453V420H424C412 355 407 346 316 346H213V584C213 613 216 616 246 616H322C398 616 419 607 436 579C449 559 455 539 464 499L493 503Z"></path></g></svg>).</span></div>

Mathematical Problems in Engineering

fig7

Figure 7

Figure 7: ECC Design Based on Uniform Design Test Method and Alternating Conditional Expectation 