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dc.contributor.authorN. Jaitanongen_US
dc.contributor.authorN. Wongdamnernen_US
dc.contributor.authorR. Yimnirunen_US
dc.contributor.authorA. Chaipanichen_US
dc.date.accessioned2018-09-04T10:17:36Z-
dc.date.available2018-09-04T10:17:36Z-
dc.date.issued2015-10-08en_US
dc.identifier.issn15635112en_US
dc.identifier.issn00150193en_US
dc.identifier.other2-s2.0-84951743045en_US
dc.identifier.other10.1080/00150193.2015.1069919en_US
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84951743045&origin=inwarden_US
dc.identifier.urihttp://cmuir.cmu.ac.th/jspui/handle/6653943832/54603-
dc.description.abstract© 2015 Taylor & Francis Group, LLC. PZT-cement based composites are developed for use as sensors for smart concrete structures. However, these sensors would in real life be under a certain stress. PZT -cement composites were produced using 50% PZT vol. content. The ferroelectric (P-E) hysteresis behaviors and the effect of stress on the P-E hysteresis of the composites were reported. A noticeable reduction in Pirwas observed, while Eicremained approximately the same when the stress was increased. Finally, the scaling law between the hysteresis loop area <A> and the field frequency f, field amplitude E0and applied compressive stress σwere shown to follow the relation.en_US
dc.subjectMaterials Scienceen_US
dc.subjectPhysics and Astronomyen_US
dc.titleStress-Dependent Scaling Behavior of Ferroelectric Hysteresis Loop in 0-3 PZT-Cement Compositesen_US
dc.typeJournalen_US
article.title.sourcetitleFerroelectricsen_US
article.volume487en_US
article.stream.affiliationsMaejo Universityen_US
article.stream.affiliationsRajamangala University of Technology Suvarnabhumien_US
article.stream.affiliationsSuranaree University of Technologyen_US
article.stream.affiliationsChiang Mai Universityen_US
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