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논문 기본 정보

자료유형
학술저널
저자정보
G. Srikar (Indian Institute of Technology) G. Anand (Indian Institute of Technology) S. Suriya Prakash (Indian Institute of Technology)
저널정보
한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.10 No.1
발행연도
2016.3
수록면
75 - 85 (11page)

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초록· 키워드

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Fire ranks high among the potential risks faced by most buildings and structures. A full understanding of temperature effects on fiber reinforced concrete is still lacking. This investigation focuses on the study of the residual compressive strength, stress strain behavior and surface cracking of structural polypropylene fiber-reinforced concrete subjected to temperatures up to 300℃. A total of 48 cubes was cast with different fiber dosages and tested under compression after exposing to different temperatures. Concrete cubes with varying macro (structural) fiber dosages were exposed to different temperatures and tested to observe the stress-strain behavior. Digital image correlation, an advanced non-contacting method was used for measuring the strain. Trends in the relative residual strengths with respect to different fiber dosages indicate an improvement up to 15 % in the ultimate compressive strengths at all exposure temperatures. The stress-strain curves show an improvement in post peak behavior with increasing fiber dosage at all exposure temperatures considered in this study.

목차

Abstract
1. Introduction
2. Literature Review
3. Research Significance
4. Experimental Program
5. Results and Discussion
6. Conclusions
References

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