Geometrically Nonlinear Analysis of Beam Structures via Hierarchical One-Dimensional Finite Elements

<div>Transverse displacement <span class="nowrap"><svg height="12.6317pt" id="M485" style="vertical-align:-3.382489pt" version="1.1" viewbox="-0.0498162 -9.24921 12.1655 12.6317" width="12.1655pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,.77,-.222)"><path d="M470 619L451 641C422 610 391 595 348 595C316 595 288 601 248 612C197 628 172 633 138 633C97 633 43 615 0 555L19 532C54 562 86 578 130 578C166 578 189 571 222 562C267 549 301 540 337 540C381 540 434 557 470 619Z"></path></g><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M515 96L502 119C471 88 431 62 423 62C416 62 411 70 417 101C440 223 469 341 497 448H486L412 422L380 277C330 188 210 57 152 57C137 57 126 69 139 124L195 366C210 431 205 448 182 448C155 448 89 413 23 350L36 326C73 354 103 376 112 376C118 376 118 365 113 340L61 118C54 90 52 68 52 51C52 0 75 -12 98 -12S151 -3 181 17C242 58 305 119 362 193H364L345 104C323 3 339 -12 359 -12C390 -12 464 35 515 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Mathematical Problems in Engineering

fig27

Figure 27

Figure 27: Geometrically Nonlinear Analysis of Beam Structures via Hierarchical One-Dimensional Finite Elements 