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    <title>Optimization on Shreyas Mandre</title>
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    <description>Recent content in Optimization on Shreyas Mandre</description>
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      <title>Fluid mechanical kinematic optimization</title>
      <link>https://www.shreyasmandre.com/research/fluidoptimization/</link>
      <pubDate>Sun, 03 Jan 2021 16:32:40 +0000</pubDate>
      
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      <description>&lt;p&gt;In 1696, Johann Bernoulli posed a challenge called the brachistochrone problem, which kickstarted the field of calculus of variations.
Here is simplest fluid mechanical version of the brachistochcrone problem.&lt;/p&gt;</description>
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      <title>Brachistochronous motion of a flat plate parallel to its surface immersed in a fluid</title>
      <link>https://www.shreyasmandre.com/publications/mandre2022/</link>
      <pubDate>Wed, 30 Mar 2022 00:00:00 +0000</pubDate>
      
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      <description>We determine the globally minimum time 𝑇 needed to translate a thin submerged flat plate a given distance parallel to its surface within a work budget. The Reynolds number for the flow is assumed to be large so that the drag on the plate arises from skin friction in a thin viscous boundary layer. The minimum is determined computationally using a steepest descent, where an adjoint formulation is used to compute the gradients.</description>
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    <item>
      <title>Work-minimizing kinematics for small displacement of an infinitely long cylinder</title>
      <link>https://www.shreyasmandre.com/publications/mandre2020/</link>
      <pubDate>Thu, 25 Jun 2020 00:00:00 +0000</pubDate>
      
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      <description>We consider the time-dependent speed of an infinitely long cylinder that minimizes the net work done on the surrounding fluid to travel a given distance perpendicular to its axis in a fixed amount of time. The flow that develops is two-dimensional. An analytical solution is possible using calculus of variations for the case that the distance travelled and the viscous boundary layer thickness that develops are much smaller than the circle radius.</description>
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      <title>The branch with the furthest reach</title>
      <link>https://www.shreyasmandre.com/publications/wei2012/</link>
      <pubDate>Tue, 03 Jan 2012 00:00:00 +0000</pubDate>
      
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      <description>How should a given amount of material be moulded into a cantilevered beam clamped at one end, so that it will have the furthest horizontal reach? Here, we formulate and solve this variational problem for the optimal variation of the cross-section area of a heavy cantilevered beam with a given volume V, Young&amp;rsquo;s modulus E, and density ρ, subject to gravity g. We find that the cross-sectional area should vary according a universal profile that is independent of material parameters, with both the length and maximum reach-out distance of the branch that scale as $(EV/ρg)^1/4$, with a universal self-similar shape at the tip with the area of cross-section $a∼s^3$, s being the distance from the tip, consistent with earlier observations of tree branches, but with a different local interpretation than given before.</description>
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