Dynamic analysis and optimum design for control of beams with time-dependent changes of length

J. He, H. Yamakawa

    Research output: Contribution to journalArticle

    1 Citation (Scopus)

    Abstract

    Structural systems with longitudinal mass flow can be seen in belt-conveyers, running magnetic tapes and flexible manipulators, etc. Transverse vibration problems of flexible longitudinally extensible beams are considered as a special class of vibration problems of structural systems with longitudinal mass flow. The optimum design problem to control the dynamic response of such structural systems is very important from engineering and practical viewpoints, but until now it has not been the subject of much study. Based on the method of dynamic response analysis of extensible beams presented in the author's previous studies, a method of sensitivity analysis of dynamic response is presented in this paper. Utilizing the obtained sensitivities of the response with respect to design parameters, such as mass flow velocity, tension and rigidity etc., a new optimum design method to control the responses of such structural systems is also presented.

    Original languageEnglish
    Pages (from-to)24-29
    Number of pages6
    JournalStructural Optimization
    Volume18
    Issue number1
    DOIs
    Publication statusPublished - 1999 Aug

    Fingerprint

    Dynamic Analysis
    Dynamic analysis
    Dynamic response
    Dynamic Response
    Flexible manipulators
    Magnetic tape
    Vibration
    Flexible Manipulator
    Flow velocity
    Rigidity
    Sensitivity analysis
    Parameter Design
    Design Method
    Sensitivity Analysis
    Transverse
    Engineering
    Optimum design

    ASJC Scopus subject areas

    • Civil and Structural Engineering

    Cite this

    Dynamic analysis and optimum design for control of beams with time-dependent changes of length. / He, J.; Yamakawa, H.

    In: Structural Optimization, Vol. 18, No. 1, 08.1999, p. 24-29.

    Research output: Contribution to journalArticle

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