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dc.contributor.author Στεργιόπουλος, Χαράλαμπος Χ. el
dc.contributor.author Σταύρακας, Ηλίας el
dc.contributor.author Τριάντης, Δήμος Α. el
dc.contributor.author Βαλλιανάτος, Φίλιππος el
dc.contributor.author Stonham, John T. en
dc.date.accessioned 2015-05-15T10:31:12Z
dc.date.available 2015-05-15T10:31:12Z
dc.date.issued 2015-05-15
dc.identifier.uri http://hdl.handle.net/11400/10441
dc.rights Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ηνωμένες Πολιτείες *
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/3.0/us/ *
dc.source http://www.elsevier.com/ en
dc.subject Cement based materials
dc.subject Electric current emissions
dc.subject Failure diagnostics
dc.subject Nondestructive testing
dc.subject Non-extensive statistical modeling
dc.subject Tsallis entropy
dc.subject Τσιμεντοειδή υλικά
dc.subject Εκπομπές ηλεκτρικού ρεύματος
dc.subject Αποτυχία διάγνωσης
dc.subject Μη καταστροφικές δοκιμές
dc.subject Μη εκτεταμένη στατιστική μοντελοποίηση
dc.title Predicting fracture of mortar beams under three-point bending using non-extensive statistical modeling of electric emissions en
heal.type journalArticle
heal.classification Technology
heal.classification Electrical engineering
heal.classification Τεχνολογία
heal.classification Ηλεκτρολογία Μηχανολογία
heal.classificationURI http://id.loc.gov/authorities/subjects/sh85133147
heal.classificationURI http://zbw.eu/stw/descriptor/18426-4
heal.classificationURI **N/A**-Τεχνολογία
heal.classificationURI **N/A**-Ηλεκτρολογία Μηχανολογία
heal.keywordURI http://id.loc.gov/authorities/subjects/sh85092221
heal.identifier.secondary DOI: 10.1016/j.physa.2014.10.060
heal.language en
heal.access campus
heal.publicationDate 2015-02-01
heal.bibliographicCitation STERGIOPOULOS, C.C., STAVRAKAS, I., TRIANTIS, D.A., VALLIANATOS, F. & STONHAM, J.T. (2015). Predicting fracture of mortar beams under three-point bending using non-extensive statistical modeling of electric emissions. Physica A: Statistical Mechanics and its Applications. [Online] 419. p.603-611. Available from: http://www.elsevier.com/[Accessed 22/10/2014] en
heal.abstract Weak electric signals termed as "Pressure Stimulated Currents, PSC" are generated and detected while cement based materials are found under mechanical load, related to the creation of cracks and the consequent evolution of cracks' network in the bulk of the specimen. During the experiment a set of cement mortar beams of rectangular cross-section were subjected to Three-Point Bending (3PB). For each one of the specimens an abrupt mechanical load step was applied, increased from the low load level (Lo) to a high final value (Lh), where Lh was different for each specimen and it was maintained constant for long time. The temporal behavior of the recorded PSC show that during the load increase a spike-like PSC emission was recorded and consequently a relaxation of the PSC, after reaching its final value, follows. The relaxation process of the PSC was studied using non-extensive statistical physics (NESP) based on Tsallis entropy equation. The behavior of the Tsallis q parameter was studied in relaxation PSCs in order to investigate its potential use as an index for monitoring the crack evolution process with a potential use in non-destructive laboratory testing of cement-based specimens of unknown internal damage level. The dependence of the q-parameter on the Lh (when Lh < 0.8Lf), where Lf represents the 3PB strength of the specimen, shows an increase on the q value when the specimens are subjected to gradually higher bending loadings and reaches a maximum value close to 1.4 when the applied Lh becomes higher than 0.8Lf. While the applied Lh becomes higher than 0.9Lf the value of the q-parameter gradually decreases. This analysis of the experimental data manifests that the value of the entropic index q obtains a characteristic decrease while reaching the ultimate strength of the specimen, and thus could be used as a forerunner of the expected failure. en
heal.publisher Elsevier en
heal.journalName Physica A: Statistical Mechanics and its Applications en
heal.journalType peer-reviewed
heal.fullTextAvailability true


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Εμφάνιση απλής εγγραφής

Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ηνωμένες Πολιτείες Εκτός από όπου ορίζεται κάτι διαφορετικό, αυτή η άδεια περιγράφεται ως Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ηνωμένες Πολιτείες