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순환골재를 사용한 콘크리트부재의 최소철근비 검토Review on the Minimum Steel Ratio of Reinforced Concrete Members using Recycled Aggregate

Other Titles
Review on the Minimum Steel Ratio of Reinforced Concrete Members using Recycled Aggregate
Authors
신명환송건호백승민김우석곽윤근
Issue Date
2015
Publisher
한국폐기물자원순환학회
Keywords
Recycled coarse aggregate; Recycled concrete aggregate (RCA) Minimum reinforcement ratio; Shear span to depth ratio; Tension reinforcement ratio
Citation
한국폐기물자원순환학회지, v.32, no.4, pp.348 - 356
Journal Title
한국폐기물자원순환학회지
Volume
32
Number
4
Start Page
348
End Page
356
URI
https://scholarworks.bwise.kr/kumoh/handle/2020.sw.kumoh/1973
DOI
10.9786/kswm.2015.32.4.348
ISSN
2093-2332
Abstract
Recently, demand for construction aggregates is increasing due to the growth of construction site scale. As natural aggregate sources are becoming depleted due to high demand in construction field, the utilization of recycled aggregate (RA) as coarse aggregate in concrete is becoming more important. In this study, the authors analyze the mechanical properties of normal- and high-strength concrete beams using RA and investigate the usefulness of the minimum steal ratio for RA reinforced concrete beams. The experimental results show that application of the minimum steel ratio to RA reinforced concrete beams is possible.
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