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dc.contributor.advisorCreasy, Terry Sen_US
dc.contributor.advisorReddy, J Nen_US
dc.creatorShah, Viralen_US
dc.date.accessioned2010-07-23T21:48:17Z
dc.date.accessioned2010-07-15T00:14:25Zen_US
dc.date.available2010-07-15T00:14:25Zen_US
dc.date.available2010-07-23T21:48:17Z
dc.date.created2008-12en_US
dc.date.issued2009-05-15en_US
dc.date.submittedDecember 2008en_US
dc.identifier.urihttp://hdl.handle.net/1969.1/ETD-TAMU-2401en_US
dc.description.abstractThis study investigated nastic materials applied to twisting a rigid beam. Nastic materials contain small, simple machines in a compliant matrix. Here a generic beam must twist by ± 4 degrees; the ± 4 degrees twist is an optimum value to change the angle of attack on a helicopter’s rotor blade. Small piston actuators distributed through the beam’s outer core provide the internal work needed. By actuating the piston elements in their axial direction, which is transverse to the beam’s central axis, the beam twists as desired. This study’s objective is to gain insight into the geometry, the material property combinations, and the boundary conditions that produce nastic materials and structures that twist. An important performance metric is the work density, which is the product of blocked stress and free strain. Blocked stress is the maximum actuation stress in a single stroke that produces maximum work output and free strain is the maximum actuation strain that produces the maximum work output. Optimum work density was found for the piston actuators. As it is difficult to model distributed piston actuators across the beam’s outer core, piston actuator’s effective properties are calculated using finite element models and homogenized in the beam’s outer core. As the goal is to twist a beam, an important parameter in comparing the active beam to a passive beam is torsional stiffness. Torsional stiffness is torque per unit deflection. The active beam’s torsional stiffness is 13.705 MN-m/rad without twist in the initial state, which is 3.5 times stiffer than the passive beam, and 13.341 MN-m/rad at the twisted state, which shows that the beam loses 2.6% of its stiffness during twist. The passive beam’s density is 1000.01 kg/m3 and the active beam’s density is 1399.42 kg/m3, which shows that active structures have a weight penalty that must be less than achieving the motion by traditional systems.en_US
dc.format.mediumelectronicen_US
dc.format.mimetypeapplication/pdfen_US
dc.language.isoengen_US
dc.subjectNastic Materialsen_US
dc.titlePiston actuated nastic materialsen_US
dc.typeBooken
dc.typeThesisen
thesis.degree.departmentMechanical Engineeringen_US
thesis.degree.disciplineMechanical Engineeringen_US
thesis.degree.grantorTexas A&M Universityen_US
thesis.degree.nameMaster of Scienceen_US
thesis.degree.levelMastersen_US
dc.contributor.committeeMemberOunaies, Zoubeidaen_US
dc.type.genreElectronic Thesisen_US
dc.type.materialtexten_US
dc.format.digitalOriginborn digitalen_US


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