Shear Stress-Relative Slip Relationship at Concrete Interfaces

<div>Comparisons of normalized root mean square error (<svg height="9.39034pt" id="M185" style="vertical-align:-3.42943pt" version="1.1" viewbox="-0.0498162 -5.96091 10.1416 9.39034" width="10.1416pt" 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="M478 372C478 418 458 448 431 448C409 448 389 431 389 410C389 404 391 400 394 395C398 388 406 371 406 348C406 253 308 122 251 51H249C254 122 249 257 231 336C212 421 189 448 159 448C126 448 75 412 23 327L48 306C83 354 103 371 115 371C125 371 134 360 144 334C185 224 192 64 183 -19C146 -100 116 -202 110 -244L125 -261C154 -259 208 -234 222 -220C222 -194 225 -84 235 -23C247 -3 273 36 308 79C379 165 478 288 478 372Z" id="g113-225"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="501" vert-adv-y="501"></glyph.data></g><g transform="matrix(.0091,0,0,-0.0091,5.668,3.132)"><path d="M398 365C398 411 356 451 297 451C250 451 198 430 151 397C65 336 24 230 24 139C24 14 97 -12 148 -12C198 -12 284 7 373 104L355 130C306 84 246 53 198 53C132 53 111 109 111 163V189C209 211 398 261 398 365ZM317 351C317 308 273 262 117 225C134 338 189 383 221 399C230 404 249 407 263 407C295 407 317 389 317 351Z" id="g50-102"></path><glyph.data ascent="3443" descent="-2856" horiz-adv-x="422" vert-adv-y="422"></glyph.data></g></svg>) against <svg height="11.4442pt" id="M186" style="vertical-align:-5.30061pt" version="1.1" viewbox="-0.0498162 -6.14359 16.1701 11.4442" width="16.1701pt" 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="M548 455L523 469C505 448 490 439 461 439C416 439 374 447 316 447C144 447 23 310 23 161C23 47 89 -12 179 -12C312 -12 429 106 429 244C429 303 419 344 368 386L371 388C404 383 440 378 474 378C507 378 530 411 548 455ZM350 274C350 191 308 25 198 25C144 25 108 75 108 157C108 264 170 395 276 395C296 395 320 384 333 360C347 334 350 316 350 274Z" id="g113-240"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="565" vert-adv-y="565"></glyph.data></g><g transform="matrix(.0091,0,0,-0.0091,6.76,3.132)"><path d="M384 109C349 76 310 59 268 59C197 59 123 113 120 245C240 248 367 259 384 262C403 266 407 275 407 296C407 376 338 451 254 451H253C201 451 148 425 105 378C65 334 39 272 39 203C39 88 112 -12 235 -12C266 -12 339 5 402 84L384 109ZM230 411C285 411 319 365 319 313C319 298 313 293 294 293C236 291 180 290 125 290C141 370 185 411 230 411Z" id="g58-99"></path><glyph.data ascent="1007" descent="-369" horiz-adv-x="434" vert-adv-y="434"></glyph.data></g><g transform="matrix(.0091,0,0,-0.0091,10.755,3.132)"><path d="M523 -235V-204C453 -196 446 -194 446 -125V333C446 400 449 420 449 440L444 443C429 436 416 433 409 433C400 432 396 433 381 438C370 442 349 447 312 451C170 451 40 343 40 198C40 101 109 -12 258 -12L365 30V-124C365 -193 357 -196 277 -204V-235H523ZM365 63C344 54 320 47 289 47C217 47 132 110 132 231C132 348 201 407 267 407C300 407 342 392 365 365V63Z" id="g58-111"></path><glyph.data ascent="1007" descent="-369" horiz-adv-x="520" vert-adv-y="520"></glyph.data></g></svg>: (a) monolithic joints; (b) smooth construction joints.</div>

Advances in Materials Science and Engineering

Shear Stress-Relative Slip Relationship at Concrete Interfaces

Figure 6