YYÜ GCRIS Basic veritabanının içerik oluşturulması ve kurulumu Research Ecosystems (https://www.researchecosystems.com) tarafından devam etmektedir. Bu süreçte gördüğünüz verilerde eksikler olabilir.
 

A Nondestructive Testing Technique: Nail Penetration Test

dc.authorid Selcuk, Levent/0000-0002-7060-8260
dc.authorid Gokce, H. Suleyman/0000-0002-6978-0135
dc.authorscopusid 16246356400
dc.authorscopusid 57208389000
dc.authorscopusid 55898708900
dc.authorscopusid 8616531100
dc.authorwosid Gökçe, H. Süleyman/R-6196-2019
dc.authorwosid Şimşek, Osman/Aid-7107-2022
dc.authorwosid Kayabali, Kamil/Aah-4364-2020
dc.contributor.author Selcuk, Levent
dc.contributor.author Gokce, H. Suleyman
dc.contributor.author Kayabali, Kamil
dc.contributor.author Simsek, Osman
dc.date.accessioned 2025-05-10T17:47:39Z
dc.date.available 2025-05-10T17:47:39Z
dc.date.issued 2012
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp [Selcuk, Levent] Yuzuncu Yil Univ, Van, Turkey; [Gokce, H. Suleyman] Bayburt Univ, Bayburt, Turkey; [Kayabali, Kamil] Ankara Univ, TR-06100 Ankara, Turkey; [Simsek, Osman] Gazi Univ, Ankara, Turkey en_US
dc.description Selcuk, Levent/0000-0002-7060-8260; Gokce, H. Suleyman/0000-0002-6978-0135 en_US
dc.description.abstract This study presents a practical nondestructive testing (NDT) method: the nail penetration test (NPT). The major tools of the test technique are a gas nailer with 130 J (95.88 ft-lbf) power, concrete nails, and a gas nailer cell. The study covers three different limestone aggregate types. Six concrete mixtures were prepared from each aggregate type. Five nail shots were performed on each concrete mixture (or grade) and the average value was obtained. The average nail penetration depths were correlated with the compressive strength of concrete. Other NDT techniques, such as the Schmidt rebound hammer (SRH), ultrasonic pulse velocity (UPV), and Windsor probe (WP), were also applied to concrete samples. The measured compressive strength values were compared with those obtained from the empirical relationships using the data from the NPT, SRH, UPV, and WP. It was found that the reliability of the NPT to estimate the compressive strength of concrete is very high. The tool employed in the investigation covers a relatively wide range of compressive strength of concrete. This testing tool is proposed to estimate the compressive strength of in-place concrete. en_US
dc.description.woscitationindex Science Citation Index Expanded
dc.identifier.endpage 252 en_US
dc.identifier.issn 0889-3241
dc.identifier.issn 1944-7361
dc.identifier.issue 2 en_US
dc.identifier.scopus 2-s2.0-84859137889
dc.identifier.scopusquality Q2
dc.identifier.startpage 245 en_US
dc.identifier.uri https://hdl.handle.net/20.500.14720/16823
dc.identifier.volume 109 en_US
dc.identifier.wos WOS:000301204600011
dc.identifier.wosquality Q3
dc.language.iso en en_US
dc.publisher Amer Concrete inst en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Compressive Strength en_US
dc.subject Nail Penetration Test en_US
dc.subject Nondestructive Testing en_US
dc.subject Windsor Probe en_US
dc.title A Nondestructive Testing Technique: Nail Penetration Test en_US
dc.type Article en_US

Files