Nonlinear Modeling of Cables with Flexural Stiffness

<table>Response curves of the horizontal cable: variation of
the vertical displacement of the control point <svg height="10.6125" id="M300" style="vertical-align:-0.15048pt" version="1.1" viewbox="0 0 11.8625 10.6125" width="11.8625" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,10.6125)">
<g transform="translate(72,-63.51)">
<text transform="matrix(1,0,0,-1,-71.95,63.71)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝐶</tspan>
</text>
</g>
</g>
</svg> with the load magnitude obtained with the
flexural stiffness (solid line) and without (dashed line).</table>

Mathematical Problems in Engineering

fig2

Figure 2

Figure 2: Nonlinear Modeling of Cables with Flexural Stiffness 