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논문 기본 정보

자료유형
학술저널
저자정보
Ngoc-Hieu Dinh (Soongsil University) Kyoung-Kyu Choi (Soongsil University) Hee-Seung Kim (Soongsil University)
저널정보
한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.10 No.2
발행연도
2016.6
수록면
221 - 236 (16page)

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초록· 키워드

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The aim of this paper is to investigate the compressive behavior and characteristics of amorphous metallic fiberreinforced concrete (AMFRC). Compressive tests were carried out for two primary parameters: fiber volume fractions (Vf) of 0, 0.3, 0.6 and 0.8 %; and design compressive strengths of 27, 35, and 50 MPa at the age of 28 days. Test results indicated that the addition of amorphous metallic fibers in concrete mixture enhances the toughness, strain corresponding to peak stress, and Poisson’s ratio at high stress level, while the compressive strength at the 28-th day is less affected and the modulus of elasticity is reduced. Based on the experimental results, prediction equations were proposed for the modulus of elasticity and strain at peak stress as functions of fiber volume fraction and concrete compressive strength. In addition, an analytical model representing the entire stress–strain relationship of AMFRC in compression was proposed and validated with test results for each concrete mix. The comparison showed that the proposed modeling approach can properly simulate the entire stress–strain relationship of AMFRC as well as the primary mechanical properties in compression including the modulus of elasticity and strain at peak stress.

목차

Abstract
1. Introduction
2. Experimental Program
3. Experimental Results and Discussions
4. Modeling and its Validation of Compressive Characteristics of AMFRC
5. Conclusions
References

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