Analysis of Complex Modal Characteristics of Fractional Derivative Viscoelastic Rotating Beams

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2"><span style="width: 13.045ptpx;"><svg height="9.14241pt" id="M112" style="vertical-align:-3.1815pt" version="1.1" viewbox="-0.0498162 -5.96091 13.045 9.14241" width="13.045pt" 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="M615 290C615 392 563 448 529 448C511 448 491 441 484 434L483 425C518 400 546 349 546 273C546 158 504 46 417 46C381 46 356 77 356 142C356 184 380 293 392 334L387 340L307 323C305 288 296 228 287 188C265 94 221 52 180 52C144 52 112 89 112 171C112 278 164 372 241 430L226 454C106 394 23 288 23 155C23 40 79 -12 139 -12C184 -12 245 32 285 85C292 31 322 -12 376 -12C423 -12 470 18 501 45C570 104 615 184 615 290Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,7.969,3.132)"><path d="M389 0V32C297 38 291 46 291 118V635C234 613 175 595 109 583V556L161 554C203 552 207 547 207 497V118C207 46 201 38 110 32V0H389Z"></path></g></svg></span></td><td class="align_center" colspan="2"><span style="width: 6.36303ptpx;"><svg height="8.55521pt" id="M113" style="vertical-align:-0.2063904pt" version="1.1" viewbox="-0.0498162 -8.34882 6.36303 8.55521" width="6.36303pt" 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="M241 635C89 635 35 457 35 312C35 153 89 -12 240 -12C390 -12 443 166 443 312C443 466 390 635 241 635ZM238 602C329 602 354 454 354 312C354 172 330 22 240 22C152 22 124 173 124 313S148 602 238 602Z"></path></g></svg></span></td><td class="align_center" colspan="2"><span style="width: 6.36303ptpx;"><svg height="8.32035pt" id="M114" style="vertical-align:-0.2063999pt" version="1.1" viewbox="-0.0498162 -8.11395 6.36303 8.32035" width="6.36303pt" 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="M153 550H386L412 615L406 623H120L82 318C104 327 142 338 184 338C294 338 347 275 347 187C347 112 305 39 221 39C160 39 119 71 97 89C88 97 80 96 71 90C59 80 50 67 49 57C48 45 52 36 66 23C80 9 123 -12 169 -12C221 -11 288 15 342 59C403 109 431 165 431 225C431 308 366 395 238 395C212 395 165 379 127 364L153 550Z"></path></g></svg></span></td><td class="align_center" colspan="2"><span style="width: 12.6264ptpx;"><svg height="8.55521pt" id="M115" style="vertical-align:-0.2063904pt" version="1.1" viewbox="-0.0498162 -8.34882 12.6264 8.55521" width="12.6264pt" 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="M384 0V27C293 34 287 42 287 114V635C232 613 172 594 109 583V559L157 557C201 555 205 550 205 499V114C205 42 199 34 109 27V0H384Z"></path></g><g transform="matrix(.013,0,0,-0.013,6.24,0)"><path d="M241 635C89 635 35 457 35 312C35 153 89 -12 240 -12C390 -12 443 166 443 312C443 466 390 635 241 635ZM238 602C329 602 354 454 354 312C354 172 330 22 240 22C152 22 124 173 124 313S148 602 238 602Z"></path></g></svg></span></td></tr><tr class="thead"><td class="align_center">Present</td><td class="align_center">Reference [<a href="/journals/sv/2019/5715694/#B7" target="_blank">7</a>]</td><td class="align_center">Present</td><td class="align_center">Reference [<a href="/journals/sv/2019/5715694/#B7" target="_blank">7</a>]</td><td class="align_center">Present</td><td class="align_center">Reference [<a href="/journals/sv/2019/5715694/#B7" target="_blank">7</a>]</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">1st</td><td class="align_center">3.515</td><td class="align_center">3.507</td><td class="align_center">6.302</td><td class="align_center">6.425</td><td class="align_center">10.953</td><td class="align_center">11.159</td></tr><tr><td class="align_left">2nd</td><td class="align_center">22.029</td><td class="align_center">21.647</td><td class="align_center">24.951</td><td class="align_center">24.973</td><td class="align_center">32.122</td><td class="align_center">32.965</td></tr><tr><td class="align_left">3rd</td><td class="align_center">60.673</td><td class="align_center">59.207</td><td class="align_center">65.011</td><td class="align_center">63.539</td><td class="align_center">73.672</td><td class="align_center">71.497</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of the first three dimensionless natural frequencies of elastic cantilever rotating beams at <span class="nowrap"><svg height="11.7782pt" id="M108" style="vertical-align:-3.42938pt" version="1.1" viewbox="-0.0498162 -8.34882 28.7111 11.7782" width="28.7111pt" 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="M546 430L539 434C529 434 505 438 495 440C473 444 450 448 430 448C352 448 265 412 213 366C145 306 96 203 96 103C96 22 135 -12 160 -12C190 -12 238 14 262 32C310 68 368 120 411 184H413C403 117 396 75 384 21C353 -118 325 -158 291 -184C270 -200 241 -205 208 -205C133 -205 90 -164 74 -110C70 -98 58 -100 49 -107C34 -119 23 -140 23 -155C23 -190 74 -261 166 -261C219 -261 280 -233 314 -208C383 -157 446 -79 470 81C491 223 529 388 546 430ZM456 386C452 357 433 283 420 252C402 216 366 174 325 129C288 88 239 56 212 56C192 56 182 77 182 120C182 165 199 242 226 292C256 348 281 377 311 389C327 395 353 402 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124 330C106 228 76 98 50 -5L57 -12C82 -5 112 3 132 6L172 203C196 256 234 304 254 329C275 355 293 367 306 367C318 367 330 360 342 348C347 343 355 343 365 350S386 367 393 379Z"></path></g><g transform="matrix(.013,0,0,-0.013,9.12,0)"><path d="M535 323V373H52V323H535ZM535 138V188H52V138H535Z"></path></g><g transform="matrix(.013,0,0,-0.013,20.383,0)"><path d="M241 635C89 635 35 457 35 312C35 153 89 -12 240 -12C390 -12 443 166 443 312C443 466 390 635 241 635ZM238 602C329 602 354 454 354 312C354 172 330 22 240 22C152 22 124 173 124 313S148 602 238 602Z"></path></g></svg>,</span> and <span class="nowrap"><svg height="11.6399pt" id="M111" style="vertical-align:-3.29108pt" version="1.1" viewbox="-0.0498162 -8.34882 52.9175 11.6399" width="52.9175pt" 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="M393 379C402 394 400 411 393 422C384 437 365 448 348 448C301 448 237 372 186 285H182L193 335C210 408 205 448 178 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Shock and Vibration

tab1

Table 1

Table 1: Analysis of Complex Modal Characteristics of Fractional Derivative Viscoelastic Rotating Beams 