A viscous "geometric" beam damping model that results in weak frequency dependence of modal damping

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

Abstract

This paper considers the damped transverse vibration of flexural structures. Viscous damping models available to date, e.g. proportional damping, suffer from the deficiency that the resulting modal damping is strongly frequency-dependent, a situation not representative of experiments with built-up structures. Strain-based viscous damping, which corresponds to the case of stiffness-proportional damping, yields modal damping that increases linearly with frequency. Motion-based viscous damping, which corresponds to the case of massproportional damping, yields modal damping that decreases linearly with frequency. The focus model addresses a viscous "geometric" damping term in which a resisting shear force is proportional to the time rate of change of the slope. Separation of variables does not lead directly to a solution of the governing partial differential equation, although a boundaryvalue eigenvalue problem for free vibration can nevertheless be posed and solved numerically. In a discretized finite element context, the resulting damping matrix resembles the geometric stiffness matrix used to account for the effects of membrane loads on lateral stiffness. For a beam having simply-supported boundary conditions, this model yields constant modal damping that is independent of frequency. For more general boundary conditions, modal damping varies somewhat, approaching the expected constant value with increasing mode number. For simply-supported boundary conditions, the corresponding mode shapes are real, even though the damping is non-proportional. Such a viscous damping model should prove useful to researchers and engineers who need a time-domain damping model that exhibits realistic frequency-independent damping.

Original languageEnglish (US)
Title of host publication53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
StatePublished - 2012
Event53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference - Honolulu, HI, United States
Duration: Apr 23 2012Apr 26 2012

Other

Other53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
CountryUnited States
CityHonolulu, HI
Period4/23/124/26/12

Fingerprint

Damping
Boundary conditions
Stiffness
Stiffness matrix
Vibrations (mechanical)
Partial differential equations
Loads (forces)
Membranes

All Science Journal Classification (ASJC) codes

  • Mechanics of Materials
  • Mechanical Engineering
  • Materials Science(all)
  • Aerospace Engineering
  • Architecture

Cite this

Lesieutre, G. A. (2012). A viscous "geometric" beam damping model that results in weak frequency dependence of modal damping. In 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference [AIAA 2012-1873]
Lesieutre, George A. / A viscous "geometric" beam damping model that results in weak frequency dependence of modal damping. 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference. 2012.
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Lesieutre, GA 2012, A viscous "geometric" beam damping model that results in weak frequency dependence of modal damping. in 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference., AIAA 2012-1873, 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference, Honolulu, HI, United States, 4/23/12.

A viscous "geometric" beam damping model that results in weak frequency dependence of modal damping. / Lesieutre, George A.

53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference. 2012. AIAA 2012-1873.

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

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Lesieutre GA. A viscous "geometric" beam damping model that results in weak frequency dependence of modal damping. In 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference. 2012. AIAA 2012-1873