Please use this identifier to cite or link to this item: https://doi.org/10.1088/0964-1726/9/6/402
DC FieldValue
dc.titleDisplacement control of Timoshenko beams via induced strain actuators
dc.contributor.authorAng, K.K.
dc.contributor.authorReddy, J.N.
dc.contributor.authorWang, C.M.
dc.date.accessioned2014-06-17T08:16:48Z
dc.date.available2014-06-17T08:16:48Z
dc.date.issued2000-12
dc.identifier.citationAng, K.K., Reddy, J.N., Wang, C.M. (2000-12). Displacement control of Timoshenko beams via induced strain actuators. Smart Materials and Structures 9 (6) : 981-984. ScholarBank@NUS Repository. https://doi.org/10.1088/0964-1726/9/6/402
dc.identifier.issn09641726
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65441
dc.description.abstractIn this study, analytical solutions for the length and position of strain-induced patch actuators for the static adjustments of beam deflections are presented. To obtain precise deflection control, the Timoshenko beam theory has been adopted. The analytical solutions are derived conveniently by making use of exact relationships between the bending solutions of the Timoshenko beam theory and corresponding quantities of the Euler-Bernoulli beam theory. Examples of point deflection control for shear deformable beams subject to various loads are presented to illustrate the use of the analytical solutions derived. The significance of the contribution of transverse shear deformation effects on the control of beam deflection is discussed.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1088/0964-1726/9/6/402
dc.description.sourcetitleSmart Materials and Structures
dc.description.volume9
dc.description.issue6
dc.description.page981-984
dc.description.codenSMSTE
dc.identifier.isiut000166144200029
Appears in Collections:Staff Publications

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