A Pilot Study on Structural Responses of Normal Concrete-UHPC Composite Bridge Decks <svg xmlns:xlink="http://www.w3.org/1999/xlink" xmlns="http://www.w3.org/2000/svg" style="vertical-align:-2.8389pt" id="M1" height="15.0995pt" version="1.1" viewBox="-0.0657574 -12.2606 39.9886 15.0995" width="39.9886pt"><g transform="matrix(.017,0,0,-0.017,0,0)"><path id="g113-120" d="M689 332C689 394 670 448 646 448C620 448 597 421 597 396C597 386 600 381 608 372C619 359 620 334 620 315C620 150 538 45 454 45C414 45 386 67 386 122C386 138 388 158 394 180L457 426L452 432L377 416L315 156C302 100 259 45 216 45C176 45 148 67 148 122C148 133 152 158 156 180C162 212 173 259 194 332C201 357 206 384 206 405C206 430 198 448 174 448C125 448 66 406 23 342L43 319C84 368 110 383 121 383C126 383 128 382 128 377C128 370 127 359 122 343C99 268 84 204 77 156C74 137 70 111 70 104C70 25 125 -12 180 -12C228 -12 276 12 319 50C338 8 378 -12 418 -12C549 -12 689 166 689 332Z"/></g><g transform="matrix(.017,0,0,-0.017,12.219,0)"><path id="g113-48" d="M368 703H309L44 -163H104L368 703Z"/></g><g transform="matrix(.017,0,0,-0.017,19.296,0)"><use xlink:href="#g113-120"/></g><g transform="matrix(.017,0,0,-0.017,31.688,0)"><path id="g113-112" d="M445 282C445 390 384 448 297 448C266 448 231 437 189 418C96 376 23 279 23 151C23 65 66 -12 169 -12C233 -12 294 18 337 53C411 113 445 201 445 282ZM355 280C355 161 302 62 243 36C231 31 219 30 207 30C147 30 111 78 111 154C111 302 180 380 220 399C231 404 246 407 264 407C311 407 355 367 355 280Z"/></g></svg> Rebars through an Experimental-Numerical Approach

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left" colspan="2"> </td><td class="align_center">U60-LS</td><td class="align_center">U50</td><td class="align_center">U60</td><td class="align_center">U70</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left" rowspan="2">Ultimate strength (kN)</td><td class="align_center">Test</td><td class="align_center">—</td><td class="align_center">—</td><td class="align_center">—</td><td class="align_center">103.6</td></tr><tr><td class="align_center">Calculation</td><td class="align_center">—</td><td class="align_center">—</td><td class="align_center">—</td><td class="align_center">102.9</td></tr><tr><td class="align_left">Failure pattern</td><td class="align_left"> </td><td class="align_center">Local crushing</td><td class="align_center">Flexural</td><td class="align_center">Flexural</td><td class="align_center">Shear</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Predicted results for tested composite beams.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: A Pilot Study on Structural Responses of Normal Concrete-UHPC Composite Bridge Decks <svg xmlns:xlink="http://www.w3.org/1999/xlink" xmlns="http://www.w3.org/2000/svg" style="vertical-align:-2.8389pt" id="M1" height="15.0995pt" version="1.1" viewBox="-0.0657574 -12.2606 39.9886 15.0995" width="39.9886pt"><g transform="matrix(.017,0,0,-0.017,0,0)"><path id="g113-120" d="M689 332C689 394 670 448 646 448C620 448 597 421 597 396C597 386 600 381 608 372C619 359 620 334 620 315C620 150 538 45 454 45C414 45 386 67 386 122C386 138 388 158 394 180L457 426L452 432L377 416L315 156C302 100 259 45 216 45C176 45 148 67 148 122C148 133 152 158 156 180C162 212 173 259 194 332C201 357 206 384 206 405C206 430 198 448 174 448C125 448 66 406 23 342L43 319C84 368 110 383 121 383C126 383 128 382 128 377C128 370 127 359 122 343C99 268 84 204 77 156C74 137 70 111 70 104C70 25 125 -12 180 -12C228 -12 276 12 319 50C338 8 378 -12 418 -12C549 -12 689 166 689 332Z"/></g><g transform="matrix(.017,0,0,-0.017,12.219,0)"><path id="g113-48" d="M368 703H309L44 -163H104L368 703Z"/></g><g transform="matrix(.017,0,0,-0.017,19.296,0)"><use xlink:href="#g113-120"/></g><g transform="matrix(.017,0,0,-0.017,31.688,0)"><path id="g113-112" d="M445 282C445 390 384 448 297 448C266 448 231 437 189 418C96 376 23 279 23 151C23 65 66 -12 169 -12C233 -12 294 18 337 53C411 113 445 201 445 282ZM355 280C355 161 302 62 243 36C231 31 219 30 207 30C147 30 111 78 111 154C111 302 180 380 220 399C231 404 246 407 264 407C311 407 355 367 355 280Z"/></g></svg> Rebars through an Experimental-Numerical Approach

Advances in Civil Engineering

A Pilot Study on Structural Responses of Normal Concrete-UHPC Composite Bridge Decks Rebars through an Experimental-Numerical Approach

Table 6