Experimental assessment of the influence of multiple cyclic loading on the dynamic modulus of elasticity of concrete

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dc.contributor.authorMisák, Petrcs
dc.contributor.authorKocáb, Daliborcs
dc.contributor.authorDaněk, Petrcs
dc.contributor.authorKucharczyková, Barbaracs
dc.contributor.authorTopolář, Liborcs
dc.coverage.volume107cs
dc.date.issued2017-05-24cs
dc.description.abstractThe goal of the experiment was to determine the influence that cyclic loading has on concrete dynamic modulus of elasticity and compressive strength. Each test specimen was subjected to cyclic loading with the loading force equivalent to one third of the expected compressive strength value similarly to the static modulus of elasticity test with the difference that the total number of loading cycles was 3000. The dynamic modulus of elasticity was determined on every specimen before and after loading by means of the ultrasonic pulse velocity test and resonance method. The result of the experiment is the degree to which the dynamic modulus of elasticity decreased after multiple cyclic loading. A decrease was observed in all specimens.en
dc.description.abstractThe goal of the experiment was to determine the influence that cyclic loading has on concrete dynamic modulus of elasticity and compressive strength. Each test specimen was subjected to cyclic loading with the loading force equivalent to one third of the expected compressive strength value similarly to the static modulus of elasticity test with the difference that the total number of loading cycles was 3000. The dynamic modulus of elasticity was determined on every specimen before and after loading by means of the ultrasonic pulse velocity test and resonance method. The result of the experiment is the degree to which the dynamic modulus of elasticity decreased after multiple cyclic loading. A decrease was observed in all specimens.en
dc.formattextcs
dc.format.extent1-5cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationMATEC web of conferences. 2017, vol. 107, p. 1-5.en
dc.identifier.doi10.1051/matecconf/201710700038cs
dc.identifier.issn2274-7214cs
dc.identifier.orcid0000-0002-4417-8746cs
dc.identifier.orcid0000-0002-8273-4571cs
dc.identifier.orcid0000-0001-8489-9452cs
dc.identifier.orcid0000-0002-7123-5099cs
dc.identifier.orcid0000-0001-9437-473Xcs
dc.identifier.other136912cs
dc.identifier.researcheridAAX-7841-2020cs
dc.identifier.researcheridAAW-8720-2020cs
dc.identifier.researcheridAAM-3121-2020cs
dc.identifier.researcheridE-9341-2018cs
dc.identifier.scopus16744040800cs
dc.identifier.scopus56721310500cs
dc.identifier.scopus36171769500cs
dc.identifier.scopus37051376500cs
dc.identifier.urihttp://hdl.handle.net/11012/69367
dc.language.isoencs
dc.publisherEDP Sciences – Web of Conferencescs
dc.relation.ispartofMATEC web of conferencescs
dc.relation.urihttps://www.matec-conferences.org/articles/matecconf/abs/2017/21/matecconf_dyn2017_00038/matecconf_dyn2017_00038.htmlcs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2274-7214/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectConcreteen
dc.subjectmultiple cyclic loadingen
dc.subjectdynamic modulus of elasticityen
dc.subjectConcrete
dc.subjectmultiple cyclic loading
dc.subjectdynamic modulus of elasticity
dc.titleExperimental assessment of the influence of multiple cyclic loading on the dynamic modulus of elasticity of concreteen
dc.title.alternativeExperimental assessment of the influence of multiple cyclic loading on the dynamic modulus of elasticity of concreteen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-136912en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:15:26en
sync.item.modts2025.10.14 09:56:37en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav fyzikycs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavebního zkušebnictvícs

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