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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.10 No.4
- 발행연도
- 2016.12
- 수록면
- 451 - 460 (10page)
이용수
초록· 키워드
오류제보하기
An anchorage system is necessary in most reinforced concrete structures for connecting attachments. It is very important to predict the strength of the anchor to safely maintain the attachments to the structures. However, according to
experimental results, the existing design codes are not appropriate for large anchors because they offer prediction equations only for small size anchors with diameters under 50 mm. In this paper, a new prediction model for breakout shear strength is suggested from experimental results considering the characteristics of large anchors, such as the prying effect and size effect. The proposed equations by regression analysis of the derived model equations based on the prying effect and size effect can reasonably be used to predict the breakout shear strength of not only ordinary small size anchors but also large size anchors.
experimental results, the existing design codes are not appropriate for large anchors because they offer prediction equations only for small size anchors with diameters under 50 mm. In this paper, a new prediction model for breakout shear strength is suggested from experimental results considering the characteristics of large anchors, such as the prying effect and size effect. The proposed equations by regression analysis of the derived model equations based on the prying effect and size effect can reasonably be used to predict the breakout shear strength of not only ordinary small size anchors but also large size anchors.
목차
Abstract
1. Introduction
2. Experiment with a Shear Anchor with a Large Diameter
3. Derivation of the Equation for the Breakout Shear Strength of a Large Anchor
4. Suggestion of New Model Equations for Breakout Shear Strength of Anchors
5. Conclusion
References
참고문헌 (19)
참고문헌 신청
[기타자료] - / 2015 / ACI Committee 318, Building code requirements for structural concrete (ACI 318)
[기타자료] - / 2015 / ACI Committee 349, Code requirements for nuclear safety related concrete structures (ACI 349-13)
[기타자료] - Arkansas Nuclear One Steam Electric Station / 1992 / Arkansas nuclear one maxibolt anchor bolt test program, entergy operations / entergy operations. MCS Design
[기타자료] - / 2005 / ASTM A 540, Standard specification for alloy–steel bolting materials for special applications: Class B
[기타자료] - / 1998 / ASTM E 488-98, Standard test methods for strength of anchors in concrete and masonry elements
[기타자료] - / 2015 / ACI Committee 349, Code requirements for nuclear safety related concrete structures (ACI 349-13)
[기타자료] - Arkansas Nuclear One Steam Electric Station / 1992 / Arkansas nuclear one maxibolt anchor bolt test program, entergy operations / entergy operations. MCS Design
[기타자료] - / 2005 / ASTM A 540, Standard specification for alloy–steel bolting materials for special applications: Class B
[기타자료] - / 1998 / ASTM E 488-98, Standard test methods for strength of anchors in concrete and masonry elements
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UCI(KEPA) : I410-ECN-0101-2017-532-001981260