{
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    "title": "Behavior of CLT Formwork Beams Retrofitting with CFRP Strip under Static Loading",
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    "abstract": "Timber structures are used as building elements in ancient times due to the lightness and durability. Formwork\r\nmaterial of reinforced concrete structures are also made of wood. Although timber is widely used in industry, it has been\r\nlimited research in literature. Timber formwork beams can be deformed quickly because they are used repeatedly. In this study,\r\nan experimental investigation on damaged timber formwork beams retrofitting with carbon fiber reinforced polymer (CFRP)\r\nstrips and CFRP fan type anchors is performed. The experiment carried out with 2 timber formwork beam without damage and\r\n2 timber formwork beams with damage up to 85 percent of ultimate capacity. The damaged timber beams were tested to\r\nevaluate the effectiveness of CFRP materials for flexural retrofitting. The experimental results show that the application of\r\nCFRP strip is effective for retrofitting damaged beams. As a result, it was observed that the ultimate load carrying capacity of\r\n85% damaged beams was almost completely restored to its original performance level.  ",
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                    "name": "Gaziantep University",
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                    "name": "Gaziantep University",
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        {
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    "keywords": [
        "Timber Formwork Beams, CFRP, Retrofitting, Static Loading, Flexural Strength"
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    "translations": [
        {
            "language": "en",
            "title": "Behavior of CLT Formwork Beams Retrofitting with CFRP Strip under Static Loading",
            "abstract": "Timber structures are used as building elements in ancient times due to the lightness and durability. Formwork\r\nmaterial of reinforced concrete structures are also made of wood. Although timber is widely used in industry, it has been\r\nlimited research in literature. Timber formwork beams can be deformed quickly because they are used repeatedly. In this study,\r\nan experimental investigation on damaged timber formwork beams retrofitting with carbon fiber reinforced polymer (CFRP)\r\nstrips and CFRP fan type anchors is performed. The experiment carried out with 2 timber formwork beam without damage and\r\n2 timber formwork beams with damage up to 85 percent of ultimate capacity. The damaged timber beams were tested to\r\nevaluate the effectiveness of CFRP materials for flexural retrofitting. The experimental results show that the application of\r\nCFRP strip is effective for retrofitting damaged beams. As a result, it was observed that the ultimate load carrying capacity of\r\n85% damaged beams was almost completely restored to its original performance level.  \r\n",
            "keywords": [
                "Timber Formwork Beams, CFRP, Retrofitting, Static Loading, Flexural Strength"
            ]
        }
    ],
    "subjects": [],
    "subject_names": [],
    "published_date": "2018-12-31",
    "published_year": "2018",
    "received_date": null,
    "accepted_date": null,
    "volume": "3",
    "issue": null,
    "page_first": "277",
    "page_last": "281",
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        "short_name": "ISAS2018-Winter",
        "full_title": "2nd International Symposium on Innovative Approaches in Scientific Studies",
        "name": "2nd International Symposium on Innovative Approaches in Scientific Studies",
        "acronym": "ISAS2018-Winter",
        "location": "Samsun, Türkiye",
        "start_date": "2018-11-30",
        "end_date": null,
        "public_id": "b8a703cc-09f7-4d5b-ae60-eb31a1050720"
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        "title": "2nd International Symposium on Innovative Approaches in Scientific Studies",
        "series_title": "Setsci conference indexing system",
        "publisher": "SET Technology",
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        "issn": "2618-6446",
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        "slug": "setsci-volume-3-2018-legacy-39",
        "public_id": "641f522e-9cf0-4c89-be17-c6037f3d1bca",
        "url": "https://www.set-science.com/p/setsci-volume-3-2018-legacy-39"
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        "holder": "SET Technology",
        "year": "2018"
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    "references": [
        {
            "order": 1,
            "raw": "S. Thelandersson and H. J. Larsen, Timber Engineering. London, ENGLAND: Wiley, 2003.",
            "doi": null,
            "title": null,
            "authors": null,
            "source": null,
            "year": null,
            "volume": null,
            "pages": null
        },
        {
            "order": 2,
            "raw": "M. Khelifa and A. Celzard, “Numerical analysis of flexural strengthening of timber beams reinforced with CFRP strips,” Compos. Struct., vol. 111, no.\r\n1, pp. 393–400, 2014.",
            "doi": null,
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            "authors": null,
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            "pages": null
        },
        {
            "order": 3,
            "raw": "M. Subhani, A. Globa, R. Al-Ameri, and J. Moloney, “Flexural strengthening of LVL beam using CFRP,” Constr. Build. Mater., vol. 150, pp. 480–489, 2017.",
            "doi": null,
            "title": null,
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            "pages": null
        },
        {
            "order": 4,
            "raw": "M. Uzel, A. Togay, Ö. Anil, and C. Söğütlü, “Experimental investigation of flexural behavior of glulam beams reinforced with different bonding\r\nsurface materials,” Constr. Build. Mater., vol. 158, pp. 149–163, 2018.",
            "doi": null,
            "title": null,
            "authors": null,
            "source": null,
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            "volume": null,
            "pages": null
        },
        {
            "order": 5,
            "raw": "A. D’Ambrisi, F. Focacci, and R. Luciano, “Experimental investigation on flexural behavior of timber beams repaired with CFRP plates,” Compos. Struct., vol. 108, no. 1, pp. 720–728, 2014.",
            "doi": null,
            "title": null,
            "authors": null,
            "source": null,
            "year": null,
            "volume": null,
            "pages": null
        },
        {
            "order": 6,
            "raw": "Y. J. Kim and K. A. Harries, “Modeling of timber beams strengthened with various CFRP composites,” Eng. Struct., vol. 32, no. 10, pp. 3225–3234, 2010.",
            "doi": null,
            "title": null,
            "authors": null,
            "source": null,
            "year": null,
            "volume": null,
            "pages": null
        },
        {
            "order": 7,
            "raw": "Doka, “Timber formwork beams,” 2013.",
            "doi": null,
            "title": null,
            "authors": null,
            "source": null,
            "year": null,
            "volume": null,
            "pages": null
        }
    ],
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        "published": "2018-12-31"
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