{
    "article_id": 1080,
    "public_id": "44b10a2e-1d9f-42ac-b665-a2adc46af4fe",
    "internal_identifier": null,
    "source_identifier": "42:85",
    "status": "published",
    "type": "research_article",
    "title": "Karot Basınç Dayanımınını Etkileyen Faktörlerin Araştırılması",
    "title_secondary": null,
    "abstract": "Yapıların depreme karşı güvenliğini artırmak için yerinde beton basınç dayanımının belirlenmesinin önemi gün gittikçe artmaktadır. Bunun için mevcut yapıların güvenliğinin artırılması büyük önem arzetmektedir. Bu çalışmada yerinde beton basınç dayanımının belirlenmesi amaçlanmıştır. Beton karot basınç dayanımının belirlenmesinde donatı, döküm yönü ve nem etkisinin araştırılması için iki adet 200 x 100 x 40 cm’lik betonarme blok Üretilmiştir. Üretilen betonarme bloklardan 28. gün sonucu 24’er adet 10/10 ebatlarda döküm yönüne dik, döküm yönüne paralel, donatılı ve donatısız olmak üzere toplamda 48 adet karot alınmıştır. Alınan karotların yarısı üç gün boyunca laboratuvar ortamında bekletilmiş, kalan yarısı ise üç gün boyunca su içinde kür edilmiştir. Üçüncü günün sonunda bütün karotlara başlık yapılarak basınç deneyine tabi tutulmuştur. Basınç deneyi sonucunda su içinde bekletilen karotların basınç dayanımları laboratuvar ortamında bekletilen karot basınç dayanımlarına göre düşük çıkmıştır. Döküm yönüne dik alınan donatılı ve donatısız karotların basınç dayanımları döküm yönüne paralel alınan karotların basınç dayanımlarına göre yüksek çıkmıştır. Döküm yönüne dik alınan donatısız karotları basınç dayanımları döküm yönüne paralel alınan karotların basınç dayanımlarına su içinde ve laboratuvar ortamında bekletilen durumların her ikisinde de yüksek çıkmıştır. Aynı zamanda döküm yönüne dik alınan donatılı karotların basınç dayanımlarında döküm yönüne dik alınan donatısız karot basınç dayanımlarına göre %1-%2 artış görünmüştür.",
    "language": "tr",
    "english_title": "İnvestigation Of the Factors Effecting On Core Compressive Strength",
    "english_abstract": "The importance of determining the concrete compressive strength in the construction site to increase the safety of the buildings under the earthquake is become important permanetly. So, it is important to increasing the security of existing structures. In this study, the purposed is to determine the concrete compressive strength in construction site. For investigation of the effects of rebar steel, casting direction and moisture on determination of concrete core compressive strength, two 200 x 100 x 40 cm reinforced concrete blocks were made. At the day of 28, a total of 48 cores were collected, which were perpendicular to the casting direction, parallel to the casting direction and equipped with and without rebar steel. Half of the cores taken were kept in laboratory and the remaining half were cured in water for three days. At the end of the third day, all cores were caping and subjected to pressure test. The compressive strength of the cores kept in the water as a result of the pressure test was low compared to the core compressive strengths maintained in the laboratory. The compressive strengths of the with and without rebar steel cores taken perpendicular to the casting direction were higher than the compressive strength of the cores taken parallel to the casting direction. The compressive strengths of the cores without rebar steel, taken perpendicular to the casting direction, were high in both water and laboratory conditions according to the compressive strength of the cores taken parallel to the casting direction. At the same time, the cores with rebar steel, which are taken perpendicular to the casting direction, have increased by 1% -2% in the compressive strength of the cores, which are without rebar steel and taken perpendicular to the casting direction.",
    "doi": null,
    "doi_url": null,
    "resource_url": "https://www.set-science.com/a/44b10a2e-1d9f-42ac-b665-a2adc46af4fe",
    "pdf_url": "https://www.set-science.com/a/44b10a2e-1d9f-42ac-b665-a2adc46af4fe/pdf",
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    "authors": [
        {
            "public_id": "575a9ae6-6956-4e46-a45e-60ba5607b823",
            "given": "Ehsanullah ",
            "family": "Samadoghli  ",
            "full": "Ehsanullah  Samadoghli  ",
            "literal": null,
            "orcid": null,
            "orcid_url": null,
            "email": "ehsanullahsamadoghli@yahoo.com",
            "corresponding": true,
            "sequence": "first",
            "affiliations": [
                {
                    "name": "Konya Teknik Üniversitesi",
                    "department": null,
                    "country": null,
                    "country_code": null,
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                }
            ]
        },
        {
            "public_id": "a085d7bb-4da6-4ffa-9b7b-fd69e23cb772",
            "given": "Mehmet ",
            "family": "Kamanlı  ",
            "full": "Mehmet  Kamanlı  ",
            "literal": null,
            "orcid": null,
            "orcid_url": null,
            "email": "ehsanullahsamadoghli@yahoo.com",
            "corresponding": false,
            "sequence": "additional",
            "affiliations": [
                {
                    "name": "Konya Teknik Üniversitesi",
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                }
            ]
        },
        {
            "public_id": "77b4ba9e-3ef2-4d63-88f9-ac43678df3be",
            "given": "Salih ",
            "family": "Cengiz  ",
            "full": "Salih  Cengiz  ",
            "literal": null,
            "orcid": null,
            "orcid_url": null,
            "email": "ehsanullahsamadoghli@yahoo.com",
            "corresponding": false,
            "sequence": "additional",
            "affiliations": [
                {
                    "name": "Konya Teknik Üniversitesi",
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                }
            ]
        },
        {
            "public_id": "73b1b9ee-be4e-4f29-8ade-683fb0b43f78",
            "given": "Alptuğ ",
            "family": "Ünal  ",
            "full": "Alptuğ  Ünal  ",
            "literal": null,
            "orcid": null,
            "orcid_url": null,
            "email": "ehsanullahsamadoghli@yahoo.com",
            "corresponding": false,
            "sequence": "additional",
            "affiliations": [
                {
                    "name": "Konya Teknik Üniversitesi",
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    ],
    "keywords": [],
    "translations": [
        {
            "language": "en",
            "title": "İnvestigation Of the Factors Effecting On Core Compressive Strength",
            "abstract": "The importance of determining the concrete compressive strength in the construction site to increase the safety of the buildings under the earthquake is become important permanetly. So, it is important to increasing the security of existing structures. In this study, the purposed is to determine the concrete compressive strength in construction site. For investigation of the effects of rebar steel, casting direction and moisture on determination of concrete core compressive strength, two 200 x 100 x 40 cm reinforced concrete blocks were made. At the day of 28, a total of 48 cores were collected, which were perpendicular to the casting direction, parallel to the casting direction and equipped with and without rebar steel. Half of the cores taken were kept in laboratory and the remaining half were cured in water for three days. At the end of the third day, all cores were caping and subjected to pressure test. The compressive strength of the cores kept in the water as a result of the pressure test was low compared to the core compressive strengths maintained in the laboratory. The compressive strengths of the with and without rebar steel cores taken perpendicular to the casting direction were higher than the compressive strength of the cores taken parallel to the casting direction. The compressive strengths of the cores without rebar steel, taken perpendicular to the casting direction, were high in both water and laboratory conditions according to the compressive strength of the cores taken parallel to the casting direction. At the same time, the cores with rebar steel, which are taken perpendicular to the casting direction, have increased by 1% -2% in the compressive strength of the cores, which are without rebar steel and taken perpendicular to the casting direction.",
            "keywords": [
                "Beton basınç dayanımı, Beton kürü, Deprem, Karot, Mevcut betonarme yapılar"
            ]
        }
    ],
    "subjects": [],
    "subject_names": [],
    "published_date": "2019-06-01",
    "published_year": "2019",
    "received_date": null,
    "accepted_date": null,
    "volume": "4",
    "issue": null,
    "page_first": "467",
    "page_last": "471",
    "article_number": null,
    "conference": {
        "short_name": "ISAS2019-ENS",
        "full_title": "3rd International Symposium on Innovative Approaches in Scientific Studies (Engineering and Natural Sciences)",
        "name": "3rd International Symposium on Innovative Approaches in Scientific Studies (Engineering and Natural Sciences)",
        "acronym": "ISAS2019-ENS",
        "location": "Ankara, Türkiye",
        "start_date": "2019-04-19",
        "end_date": null,
        "public_id": "ed3b36e9-38cf-4aeb-a135-833c969cc89f"
    },
    "proceedings": {
        "title": "3rd International Symposium on Innovative Approaches in Scientific Studies (Engineering and Natural Sciences)",
        "series_title": "Setsci conference indexing system",
        "publisher": "SET Technology",
        "isbn": null,
        "eisbn": null,
        "issn": "2618-6446",
        "eissn": null,
        "doi": null,
        "doi_prefix": null,
        "slug": "setsci-volume-4-2019-legacy-42",
        "public_id": "24d215ef-a545-4351-9725-6e9bdb167b3c",
        "url": "https://www.set-science.com/p/setsci-volume-4-2019-legacy-42"
    },
    "license": {
        "name": "CC BY 4.0",
        "url": "https://creativecommons.org/licenses/by/4.0/",
        "code": "CC-BY-4.0",
        "open_access": true
    },
    "copyright": {
        "holder": "SET Technology",
        "year": "2019"
    },
    "funding_statement": null,
    "funders": [],
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    "statements": {
        "acknowledgements": null,
        "conflict_of_interest": null,
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    },
    "credit": [],
    "history": {
        "published": "2019-06-01"
    }
}