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Published: Građevinar 76 (2024) 8
Paper type: Scientific research paper
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Metoda za postizanje značajnih sila sidrenja unutar ograničenih dubina ugradnje u tanke betonske ploče i ljuske ojačane vlaknima

Niyazi Özgür Bezgin

Abstract

Contemporary fibre-reinforced concrete provides new opportunities for the design of thin concrete elements with substantial bending strength. To realise the full benefits of reduced weights owing to the reduced structural thickness, new anchorage elements must be developed that can sustain high anchorage forces within limited embedment depths in thin plates. This paper introduces a new anchorage design for concrete plates or shells that provides high tensile forces between 4 and 6 kN within a small embedment depth of 5 mm. The proposed design concept includes a two-stage anchorage mechanism that provides the required tensile strength and ductility for the anchorage. Achieving such anchorage capabilities within the limited embedment depth of thin concrete elements enables the production of lightweight concrete plates and shells.

Keywords
façade panels, concrete shells, fiber reinforced concrete, anchorage, embedment depths

HOW TO CITE THIS ARTICLE:

Bezgin, N. Ö.: Metoda za postizanje značajnih sila sidrenja unutar ograničenih dubina ugradnje u tanke betonske ploče i ljuske ojačane vlaknima, GRAĐEVINAR, 76 (2024) 8, pp. 733-743, doi: https://doi.org/10.14256/JCE.3969.2024

OR:

Bezgin, N. Ö. (2024). Metoda za postizanje značajnih sila sidrenja unutar ograničenih dubina ugradnje u tanke betonske ploče i ljuske ojačane vlaknima, GRAĐEVINAR, 76 (8), 733-743, doi: https://doi.org/10.14256/JCE.3969.2024

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
BEZGIN2
Niyazi Özgür Bezgin
Istanbul University - Cerrahpaşa, Avcılar Campus
Department of Civil Engineering
Istanbul, Turkiye