Reference Value Selection in a Perturbation Theory Applied to Nonuniform Beams

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/4627865/figures/4627865.fig.0012a.svgz" name="4627865.fig.0012a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Displacement</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/4627865/figures/4627865.fig.0012b.svgz" name="4627865.fig.0012b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Moment</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/4627865/figures/4627865.fig.0012c.svgz" name="4627865.fig.0012c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Shear</td></tr></table>

<div>Mode shape displacement, moment, and shear for clamped-free boundary conditions.</div>

Shock and Vibration

fig12

Figure 12

Figure 12: Reference Value Selection in a Perturbation Theory Applied to Nonuniform Beams 