Novel Crashworthy Device for Pier Protection from Barge Impact

<div>Maximum bending moment diagrams of the optimum devices during impact and deflections of the structures after the impact corresponding to the impact scenarios (a) <span class="nowrap"><svg height="12.0444pt" id="M248" style="vertical-align:-3.29106pt" version="1.1" viewbox="-0.0498162 -8.75334 20.1291 12.0444" width="20.1291pt" 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="M303 0V28C221 34 213 39 213 125V525C213 610 221 616 303 622V650H38V622C120 616 128 610 128 525V125C128 40 120 34 38 28V0H303Z" id="g190-74"></path></g><g transform="matrix(.013,0,0,-0.013,4.433,0)"><path d="M409 504C401 567 396 607 392 642C354 654 312 665 266 665C137 665 60 583 60 487C60 374 161 325 225 290C300 250 355 215 355 141C355 68 311 21 235 21C131 21 86 122 71 183L41 176C48 128 61 42 68 21C78 16 93 8 118 0C142 -7 175 -15 216 -15C349 -15 438 69 438 174C438 287 344 333 265 374C186 414 138 449 138 522C138 576 172 631 249 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transform="matrix(.013,0,0,-0.013,4.433,0)"><path d="M409 504C401 567 396 607 392 642C354 654 312 665 266 665C137 665 60 583 60 487C60 374 161 325 225 290C300 250 355 215 355 141C355 68 311 21 235 21C131 21 86 122 71 183L41 176C48 128 61 42 68 21C78 16 93 8 118 0C142 -7 175 -15 216 -15C349 -15 438 69 438 174C438 287 344 333 265 374C186 414 138 449 138 522C138 576 172 631 249 631C336 631 363 562 380 499L409 504Z" id="g190-84"></path></g><g transform="matrix(.0091,0,0,-0.0091,10.635,3.132)"><path d="M290 377C321 398 342 415 358 430C378 450 389 473 389 502C389 578 329 635 238 635H237C184 635 137 610 109 578L64 515L88 493C112 529 154 573 208 573S303 542 303 482C303 409 233 370 141 341L149 308C165 313 190 319 215 319C272 319 341 283 341 193C342 98 292 43 222 43C163 43 122 72 96 94C88 101 79 100 70 94C61 87 47 73 46 60C44 47 48 37 62 23C76 10 118 -12 165 -12C238 -12 430 62 430 223C430 297 379 359 290 375V377Z" id="g50-52"></path></g><g transform="matrix(.0091,0,0,-0.0091,15.067,3.132)"><path d="M290 377C321 398 342 415 358 430C378 450 389 473 389 502C389 578 329 635 238 635H237C184 635 137 610 109 578L64 515L88 493C112 529 154 573 208 573S303 542 303 482C303 409 233 370 141 341L149 308C165 313 190 319 215 319C272 319 341 283 341 193C342 98 292 43 222 43C163 43 122 72 96 94C88 101 79 100 70 94C61 87 47 73 46 60C44 47 48 37 62 23C76 10 118 -12 165 -12C238 -12 430 62 430 223C430 297 379 359 290 375V377Z" id="g50-52"></path></g></svg> (unit: MNm). <object data="https://static.hindawi.com/articles/ace/volume-2018/9385643/figures/9385643.fig-inline.0043.svgz" name="9385643.fig-inline.0043" type="image/svg+xml"></object>, original shape of the device; <object data="https://static.hindawi.com/articles/ace/volume-2018/9385643/figures/9385643.fig-inline.0044.svgz" name="9385643.fig-inline.0044" type="image/svg+xml"></object>, deformed shape of the device.</div>

Advances in Civil Engineering

Novel Crashworthy Device for Pier Protection from Barge Impact

Figure 20