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A Bouc-Wen model compatible with plasticity postulates

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dc.contributor.author Charalampakis, AE en
dc.contributor.author Koumousis, VK en
dc.date.accessioned 2014-03-01T01:29:31Z
dc.date.available 2014-03-01T01:29:31Z
dc.date.issued 2009 en
dc.identifier.issn 0022-460X en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/19285
dc.subject Differential Equation en
dc.subject.classification Acoustics en
dc.subject.classification Engineering, Mechanical en
dc.subject.classification Mechanics en
dc.subject.other Damping en
dc.subject.other Plasticity en
dc.subject.other Stiffness en
dc.subject.other Unloading en
dc.subject.other Bouc-wen models en
dc.subject.other Hysteretic loops en
dc.subject.other Hysteretic phenomenon en
dc.subject.other Modified models en
dc.subject.other Seismic excitations en
dc.subject.other Hysteresis en
dc.title A Bouc-Wen model compatible with plasticity postulates en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.jsv.2008.11.017 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.jsv.2008.11.017 en
heal.language English en
heal.publicationDate 2009 en
heal.abstract The versatile Bouc-Wen model has been used extensively to describe hysteretic phenomena in various fields of engineering. Nevertheless, it is known that it exhibits displacement drift, force relaxation and nonclosure of hysteretic loops when subjected to short unloading-reloading paths. Consequently, it locally violates Drucker's or Ilyushin's postulate of plasticity. In this study, an effective modification of the model is proposed which eliminates these problems. A stiffening factor is introduced into the hysteretic differential equation which enables the distinction between virgin loading and reloading. Appropriate reversal points are utilized effectively to guide the entire process. It is shown that the proposed modification corrects the nonphysical behavior of the model tinder short unloading-reloading paths without affecting its response in all other cases. It is further demonstrated that the original and modified model exhibit significantly different response under seismic excitation. (C) 2008 Elsevier Ltd. All rights reserved. en
heal.publisher ACADEMIC PRESS LTD ELSEVIER SCIENCE LTD en
heal.journalName Journal of Sound and Vibration en
dc.identifier.doi 10.1016/j.jsv.2008.11.017 en
dc.identifier.isi ISI:000265793300021 en
dc.identifier.volume 322 en
dc.identifier.issue 4-5 en
dc.identifier.spage 954 en
dc.identifier.epage 968 en


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