Stochastic modal models of slender uncertain curved beams preloaded through clamping

Javier Avalos, Lanae A. Richter, X. Q. Wang, Raghavendra Murthy, Marc Mignolet

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

This paper addresses the stochastic modeling of the stiffness matrix of slender uncertain curved beams that are forced fit into a clamped-clamped fixture designed for straight beams. Because of the misfit with the clamps, the final shape of the clamped-clamped beams is not straight and they are subjected to an axial preload. Both of these features are uncertain given the uncertainty on the initial, undeformed shape of the beams and affect significantly the stiffness matrix associated with small motions around the clamped-clamped configuration. A modal model using linear modes of the straight clamped-clamped beam with a randomized stiffness matrix is employed to characterize the linear dynamic behavior of the uncertain beams. This stiffness matrix is modeled using a mixed nonparametric-parametric stochastic model in which the nonparametric (maximum entropy) component is used to model the uncertainty in final shape while the preload is explicitly, parametrically included in the stiffness matrix representation. Finally, a maximum likelihood framework is proposed for the identification of the parameters associated with the uncertainty level and the mean model, or part thereof, using either natural frequencies only or natural frequencies and mode shape information of the beams around their final clamped-clamped state. To validate these concepts, a simulated, computational experiment was conducted within Nastran to produce a population of natural frequencies and mode shapes of uncertain slender curved beams after clamping. The application of the above concepts to this simulated data led to a very good to excellent matching of the probability density functions of the natural frequencies and the modal components, even though this information was not used in the identification process. These results strongly suggest the applicability of the proposed stochastic model.

Original languageEnglish (US)
Title of host publicationProceedings of the ASME Design Engineering Technical Conference
Pages887-895
Number of pages9
Volume1
EditionPARTS A AND B
DOIs
StatePublished - 2012
EventASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, IDETC/CIE 2012 - Chicago, IL, United States
Duration: Aug 12 2012Aug 12 2012

Other

OtherASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, IDETC/CIE 2012
CountryUnited States
CityChicago, IL
Period8/12/128/12/12

Fingerprint

Curved Beam
Stiffness matrix
Stiffness Matrix
Natural frequencies
Natural Frequency
Straight
Stochastic models
Mode Shape
Uncertainty
Stochastic Model
Model
Clamping devices
Stochastic Modeling
Probability density function
Matrix Representation
Maximum likelihood
Maximum Entropy
Parametric Model
Computational Experiments
Entropy

Keywords

  • Maximum entropy
  • Parametric stochastic model
  • Uncertain geometry
  • Uncertain preload
  • Uncertain stiffness

ASJC Scopus subject areas

  • Mechanical Engineering
  • Computer Graphics and Computer-Aided Design
  • Computer Science Applications
  • Modeling and Simulation

Cite this

Avalos, J., Richter, L. A., Wang, X. Q., Murthy, R., & Mignolet, M. (2012). Stochastic modal models of slender uncertain curved beams preloaded through clamping. In Proceedings of the ASME Design Engineering Technical Conference (PARTS A AND B ed., Vol. 1, pp. 887-895) https://doi.org/10.1115/DETC2012-71169

Stochastic modal models of slender uncertain curved beams preloaded through clamping. / Avalos, Javier; Richter, Lanae A.; Wang, X. Q.; Murthy, Raghavendra; Mignolet, Marc.

Proceedings of the ASME Design Engineering Technical Conference. Vol. 1 PARTS A AND B. ed. 2012. p. 887-895.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Avalos, J, Richter, LA, Wang, XQ, Murthy, R & Mignolet, M 2012, Stochastic modal models of slender uncertain curved beams preloaded through clamping. in Proceedings of the ASME Design Engineering Technical Conference. PARTS A AND B edn, vol. 1, pp. 887-895, ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, IDETC/CIE 2012, Chicago, IL, United States, 8/12/12. https://doi.org/10.1115/DETC2012-71169
Avalos J, Richter LA, Wang XQ, Murthy R, Mignolet M. Stochastic modal models of slender uncertain curved beams preloaded through clamping. In Proceedings of the ASME Design Engineering Technical Conference. PARTS A AND B ed. Vol. 1. 2012. p. 887-895 https://doi.org/10.1115/DETC2012-71169
Avalos, Javier ; Richter, Lanae A. ; Wang, X. Q. ; Murthy, Raghavendra ; Mignolet, Marc. / Stochastic modal models of slender uncertain curved beams preloaded through clamping. Proceedings of the ASME Design Engineering Technical Conference. Vol. 1 PARTS A AND B. ed. 2012. pp. 887-895
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