Bars under Torsional Loading: A Generalized Beam Theory Approach

<table>Rectilinear bar subjected to twisting and warping moments (a) of constant doubly symmetric arbitrary cross section occupying the two dimensional region <svg height="12.55" id="M300" style="vertical-align:-0.0pt" version="1.1" viewbox="0 0 14.1125 12.55" width="14.1125" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.625,11.925)"><path d="M719 146l-18 -146h-243l-5 18q2 4 17 25t24 36l25 42t26.5 52.5t21 56.5t16 65t5.5 68q0 121 -55.5 194.5t-149.5 73.5q-95 0 -150 -72t-55 -199q0 -54 18.5 -114t36.5 -94t48.5 -82.5t32.5 -51.5l-7 -18h-244l-17 146l27 1q17 -49 31.5 -62t45.5 -13h89l-21 21t-26 26.5
l-26 29t-28 35.5l-23 37.5t-20.5 43t-12 45.5t-5.5 51q0 133 88 218.5t219 85.5q132 0 218 -83t86 -218q0 -40 -11.5 -78t-33 -71.5t-39 -56t-44 -51t-32.5 -35.5h84q35 0 48 12t31 63z" id="x3A9"></path></g>
</svg> (b). </table>

International Scholarly Research Notices

Bars under Torsional Loading: A Generalized Beam Theory Approach

Figure 10