Suggestion of new formulations for schmidt hammer and UPV test methods for concrete

BildiriAçık ErişimScopus SJRQ3

Özet

The concrete is the most widely used building material in Turkey. Especially reinforced concrete dominates at building sector. Because of concrete is an non-homogeneous and non-isotropic material, the strength of concrete cannot be accurately achieved at the site. To control the mechanical properties of concrete in the site, non- -destructive test methods can be used. They are useful for having no damage on concrete, however these test results sometimes gives deceptive results. In this study, two of non-destructive test methods, Schmidt hammer testing and ultrasonic pulse velocity methods were used for determining concrete compressive strength. 101 samples were poured concrete cube dimensions 150×150×150 mm3. On 28th days, firstly, the samples were applied Schmidt hammer test and ultrasonic pulse velocity test and then the compressive strength of these samples was measured by breaking in the press, destructive method. Thus, the new formulations are obtained for Schmidt hammer test and ultrasonic pulse velocity test.

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https://rdlopen.rawdatalibrary.net/r/gumushane/15789Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.12693/aphyspola.125.402Yayıncı resmi DOI adresi
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Scopus
4
WoS
3
OpenAlex
3
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Tam Kayıt
AlanDeğerDil
dc.contributor.authorCavdar, A.
dc.contributor.authorBingöl, S.
dc.date.accessioned2026-10-22T10:24:32.620182349Z
dc.date.available2026-10-22T10:24:32.620182349Z
dc.date.issued2014
dc.description.abstractThe concrete is the most widely used building material in Turkey. Especially reinforced concrete dominates at building sector. Because of concrete is an non-homogeneous and non-isotropic material, the strength of concrete cannot be accurately achieved at the site. To control the mechanical properties of concrete in the site, non- -destructive test methods can be used. They are useful for having no damage on concrete, however these test results sometimes gives deceptive results. In this study, two of non-destructive test methods, Schmidt hammer testing and ultrasonic pulse velocity methods were used for determining concrete compressive strength. 101 samples were poured concrete cube dimensions 150×150×150 mm3. On 28th days, firstly, the samples were applied Schmidt hammer test and ultrasonic pulse velocity test and then the compressive strength of these samples was measured by breaking in the press, destructive method. Thus, the new formulations are obtained for Schmidt hammer test and ultrasonic pulse velocity test.
dc.identifier.doi10.12693/aphyspola.125.402
dc.identifier.eissn1898-794X
dc.identifier.endpage404
dc.identifier.issn1898-794X
dc.identifier.issue2
dc.identifier.scopus2-s2.0-84896810721
dc.identifier.startpage402
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/15789
dc.identifier.volume125
dc.identifier.wosWOS:000339825400076
dc.language.isoen
dc.publisherPOLISH ACAD SCIENCES INST PHYSICS
dc.relation.conference3rd International Congress on Advances in Applied Physics and Materials Science
dc.relation.ispartofActa Physica Polonica A
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subject.classificationPhysics, Multidisciplinary
dc.subject.classificationPhysics
dc.subject.otherCompressive strength
dc.subject.otherConcretes
dc.subject.otherHammers
dc.subject.otherLight velocity
dc.subject.otherMechanical properties
dc.subject.otherNondestructive examination
dc.subject.otherReinforced concrete
dc.subject.otherConcrete compressive strength
dc.subject.otherNon-destructive test methods
dc.subject.otherNon-isotropic material
dc.subject.otherProperties of concretes
dc.subject.otherSchmidt hammer tests
dc.subject.otherStrength of concrete
dc.subject.otherUltrasonic pulse velocity methods
dc.subject.otherUltrasonic pulse velocity tests
dc.subject.otherConcrete testing
dc.titleSuggestion of new formulations for schmidt hammer and UPV test methods for concrete
dc.typeConference Object
rdl.citation.openalex3
rdl.citation.scopus4
rdl.citation.wos3
rdl.conference.dateAPR 24-28, 2013
rdl.conference.placeAntalya, TURKEY
rdl.oa.statusgold
rdl.oa.urlhttps://doi.org/10.12693/aphyspola.125.402
rdl.scopus.quartileQ3
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)
rdl.wos.indexConference Proceedings Citation Index - Science (CPCI-S)