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논문 기본 정보

자료유형
학술저널
저자정보
Djarir Yahiaoui (University of Batna) Abdelaziz Boutrid (Abbès Laghrour University) Mohamed Saadi (University of Batna) Belgacem Mamen (Abbès Laghrour University) Tayeb Bouzid (University of Batna)
저널정보
한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.17 No.4
발행연도
2023.7
수록면
591 - 605 (15page)

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The concept of external glass FRP composite confinement is a current process for strengthening concrete beams subjected to static loads. End anchorage glass FRP composites of 80 ㎜ width and 90–130 ㎜ length with different thicknesses (2.4 and 4.8 ㎜) have been fixed at the bottom of beams with bolts of various diameters (6 and 10 ㎜). For this purpose, the behavior of beams strengthened with bolt-end anchoring glass fiber polymer composites (BEGFPC) has been analyzed. It is concluded that the load capacity of the BEGFPC beams is improved by increasing the end-anchorage glass FRP composite thickness (about 98–188%). In addition, the BEGFPC system with bolts of 6 ㎜ diameter has significantly improved the flexibility of beams. In contrast, the 10 ㎜ bolts in diameter give a high ultimate load, whatever their quantity. Therefore, combining bolts with diameters of 6 and 10 ㎜ would be the best solution for increasing the ultimate load and ductility of the retrofitted beams. Depending on the number and bolts’ arrangement, there is also an enhancement in the crack patterns by changing from intermediate flexural failure to shear failure in beams.

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Abstract
1 Introduction
2 Experimental Program
3 Experimental Results
4 Conclusion
References

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