Adaptive Structures Forum 1994
DOI: 10.2514/6.1994-1774
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Optimizing induced strain actuators for maximum panel deflection

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Cited by 8 publications
(2 citation statements)
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“…For this type of analysis and using finite elements the equation which must be solved is Ku-uMu=O (9) where K is the global stiffness matrix, 1u is the eigenvalue, M is the global mass matrix and u is the nodal displacement vector, or mode shape. The displacement vector is also called the eigenvector.…”
Section: General Optimization Problemmentioning
confidence: 99%
“…For this type of analysis and using finite elements the equation which must be solved is Ku-uMu=O (9) where K is the global stiffness matrix, 1u is the eigenvalue, M is the global mass matrix and u is the nodal displacement vector, or mode shape. The displacement vector is also called the eigenvector.…”
Section: General Optimization Problemmentioning
confidence: 99%
“…Scott and Weisshaar [8] also examined the capability for panel flutter suppression of piezoelectric actuators and shape memory alloy actuators. Leeks and Weisshaar [9] examined the interaction between the piezoparameters and the stiffness of the host structure to produce large bending deflection. Hajela and Glowasky [10] conducted a parameter study to suppress an supersonic panel flutter with piezoelectric actuators.…”
Section: Introductionmentioning
confidence: 99%