FEA Simulation of the Biomechanical Structure Overload in the University Campus Planting

<div>Curves of “along-wind” crown top displacement (mm) (mark “C” in the curve name), branch top displacement (mark “B”), and maximal equivalent stress on the branch surface (<svg height="11.7978pt" id="M8" style="vertical-align:-0.2063999pt" version="1.1" viewbox="-0.0498162 -11.5914 23.1538 11.7978" width="23.1538pt" 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><g transform="matrix(.0091,0,0,-0.0091,12.527,-5.741)"><path d="M556 236V289H56V236H556Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,18.087,-5.741)"><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> MPa, mark “S”): (a) linear (“Lin”) and nonlinear (“NonL”) loading for the heavy (“H”) crown (means H-leaves) and for the light (“L”) one (means L-leaves) in the case of ChestWH material; (b) nonlinear tree loading for materials ChestISO, ChestTKP, and ChestWH (marks “ISO,” “TKP,” and “WH”, respectively); H-leaves: HeBC.</div>

Applied Bionics and Biomechanics

fig8

Figure 8

Figure 8: FEA Simulation of the Biomechanical Structure Overload in the University Campus Planting 