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Fluid–structure interactions of photo-responsive polymer cantilevers
Institution:1. Department of Mechanical Engineering, Florida A&M/Florida State University, Tallahassee, FL 32306-4510, USA;2. Computational Science and Engineering, Florida State University, Tallahassee, FL 32306-4510, USA;1. Lund University, Department of Chemistry, Centre for Analysis and Synthesis, SE-221 00 Lund, Sweden;2. Lund University, Department of Chemical Engineering, Centre for Chemistry and Chemical Engineering, Lund, Sweden;1. Department of Mechanical and Aeronautical Engineering, University of Pretoria, Pretoria 0028, South Africa;2. CSIR, DPSS Aeronautic Systems, Pretoria 0001, South Africa;1. Department of Mathematics, Oregon State University, Corvallis, OR 97330, United States;2. T5: Applied Mathematics and Plasma Physics, Los Alamos National Laboratory, Los Alamos, NM 87545, United States;1. Department of Mechanical Engineering, Celal Bayar University, 45140 Manisa, Turkey;2. Department of Mechanical Engineering, Technology Faculty, Fırat University, 23119 Elazığ, Turkey;3. Mechanical Engineering Department, Prince Mohammad Bin Fahd University, 31952 Al-Khobar, Saudi Arabia
Abstract:A new class of photomechanical liquid crystal networks (LCNs) has emerged, which generate large bending deformation and fast response times that scale with the resonance of the polymer films. Here, a numerical study is presented that describes the photomechanical structural dynamic behavior of an LCN in a fluid medium; however, the methodology is also applicable to fluid–structure interactions of a broader range of adaptive structures. Here, we simulate the oscillation of photomechanical cantilevers excited by light while simultaneously modeling the effect of the surrounding fluid at different ambient pressures. The photoactuated LCN is modeled as an elastic thin cantilever plate, and gradients in photostrain from the external light are computed from the assumptions of light absorption and photoisomerization through the film thickness. Numerical approximations of the equations governing the plate are based on cubic B-spline shape functions and a second order implicit Newmark central scheme for time integration. For the fluid, three dimensional unsteady incompressible Navier–Stokes equations are solved using the arbitrary Lagrangian–Eulerian (ALE) method, which employs a structured body-fitted curvilinear coordinate system where the solid–fluid interface is a mesh line of the system, and the complicated interface boundary conditions are accommodated in a conventional finite-volume formulation. Numerical examples are given which provide new insight into material behavior in a fluid medium as a function of ambient pressure.
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