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순환골재콘크리트와 이형철근 사이의 부착성능A Bond Performance between Deformed bar and Recycled Aggregate Concrete

Other Titles
A Bond Performance between Deformed bar and Recycled Aggregate Concrete
Authors
최희복강경인
Issue Date
2008
Publisher
대한건축학회
Keywords
Recycled Aggregate Concrete; Deformed Bar; Bond Strength; Bond Stress-slid; 순화골재콘크리트; 이형철근; 부착강도; 부착응력-미끄럼; Recycled Aggregate Concrete; Deformed Bar; Bond Strength; Bond Stress-slid
Citation
대한건축학회논문집 구조계, v.24, no.3, pp.95 - 102
Indexed
KCI
Journal Title
대한건축학회논문집 구조계
Volume
24
Number
3
Start Page
95
End Page
102
URI
https://scholar.korea.ac.kr/handle/2021.sw.korea/124658
ISSN
1226-9107
Abstract
This research is main object to study bond performance between concrete and rebar by the replacing ratio of recycled aggregate and the quality of recycled aggregate etc. as main experiment Result is as following. 1) Slip was smal or similar than normal concrete to replacing ratio 50% of recycled aggregate, increased in concrete that replacing ratio 100% of recycled aggregate. 2) Bond strength of recycled coarse aggregate concrete was similar with normal concrete, but bond strength of recycled fine aggregate concrete decreased according as recycled aggregate replacing ratio increases. 3) The τb/ fck of recycled aggregate concrete decreased according as relative absorption increases, and decrease tilt of τb/ fck is obvious in more than relative absorption 3. 4) According as water-cement ratio is decrescent, the τb/ fck of recycled aggregate concrete decreased, and specially it was notable in recycled fine aggregate concrete.……………
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