In this paper a new technique is presented to estimate the rotational degrees of freedom of a flexural structure, using only a limited number of sensors that measure the translational DoFs of the system. A set of flexural mode shapes in a limited number of nodes is obtained by modal testing, while a different set of approximated mode is calculated by a Finite ElementModel (FEM) at all the nodes and degrees of freedom of the structure. The technique is based on the classical assumption that the response can be determined by a linear combination of the structure's mode shapes. The structure's mode shapes are approximated by using the local correspondence principle for mode shapes, i.e. by using an optimally selected set of finite element mode shapes as Ritz vectors for the true mode shapes. This allows to obtain the rotational response at unmeasured DoFs. The technique is validated by comparing predicted and experimental results. © The Society for Experimental Mechanics, Inc. 2013.
Estimation of rotational degrees of freedom by EMA and FEM mode shapes / Sestieri, Aldo; W., D'Ambrogio; R., Brincker; A., Skafte; Culla, Antonio. - STAMPA. - 6:(2013), pp. 355-365. (Intervento presentato al convegno 31st International Modal Analysis Conference on Structural Dynamics, IMAC 2013 tenutosi a Garden Grove, CA nel 11 February 2013 through 14 February 2013) [10.1007/978-1-4614-6546-1_38].
Estimation of rotational degrees of freedom by EMA and FEM mode shapes
SESTIERI, Aldo;CULLA, Antonio
2013
Abstract
In this paper a new technique is presented to estimate the rotational degrees of freedom of a flexural structure, using only a limited number of sensors that measure the translational DoFs of the system. A set of flexural mode shapes in a limited number of nodes is obtained by modal testing, while a different set of approximated mode is calculated by a Finite ElementModel (FEM) at all the nodes and degrees of freedom of the structure. The technique is based on the classical assumption that the response can be determined by a linear combination of the structure's mode shapes. The structure's mode shapes are approximated by using the local correspondence principle for mode shapes, i.e. by using an optimally selected set of finite element mode shapes as Ritz vectors for the true mode shapes. This allows to obtain the rotational response at unmeasured DoFs. The technique is validated by comparing predicted and experimental results. © The Society for Experimental Mechanics, Inc. 2013.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.