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순환굵은골재 60% 이상 사용한 고강도 콘크리트에 대한 강섬유 보강 효과
김윤일(Yoon-Il Kim) 한국건설순환자원학회 2016 한국건설순환자원학회 논문집 Vol.4 No.4
이 연구는 지속가능한 자원순환형 골재공급 시스템 구축에 유용한 자료 제공을 목적으로 하며, 순환굵은골재를 60% 이상 100%까지 다량 사용한 고강도 콘크리트에서 이로 인하여 나타나는 압축강도와 전단강도 저하가 강섬유 보강으로 어느 정도 회복되고 개선되는지를 재료시험과 보의 전단파괴 실험을 통하여 밝히고자 하는 것이다. 이 연구에서는 먼저 관련된 기존 실험연구 결과들을 고찰하였다. 재료시험 결과, 체적대비 0.75%의 강섬유 보강과 흡수율 2.0% 이내의 고품질 순환굵은골재를 병용하였을 때, 압축강도 60MPa 수준의 고강도콘크리트의 압축강도 특성이 천연골재 수준으로 회복되고 좋은 연성 특성이 나타나는 것을 확인하였다. 또한 전단력이 보 거동을 지배하는 전단스팬비(a/d) 2와 4인 보에 대한 전단파괴 실험에서 강섬유 보강에 의한 매우 큰 전단강도 증진 효과와 연성거동 특성을 확인하였다. The purpose of this study is to examine the extent to which the deterioration in strength of high strength concrete of 60MPa replaced by a large amount of recycled coarse aggregates (more than 60% to 100% of replacement ratio) could be recovered with steel fiber reinforcement through material compressive strength test and shear failure test on short and middle beams and then to offer useful data for aggregate supply system of a sustainable resource circulation type. This study first examined the results of previous related tests. The results of the material compressive strength tests confirmed that when using a combination of steel fiber reinforcements of volumn ratio 0.75% and high quality recycled coarse aggregates with an water absorption rate within 2.0%, the strength characteristics of high strength concrete of 60MPa level were not only restored to the strength level of concrete made with natural aggregates, but also showed superior ductility. And the shear failure tests on short and middle beams using recycled coarse aggregates more than 60% with shear span to depth ratio (a/d) of 2 and 4 controlled by shear forces mainly confirmed that effects of superior shear strength increase and ductile behavior characteristics were showed by steel fiber reinforcements.
김윤일 ( Kim Yoon-il ),남기룡 ( Nam Ki-ryong ),홍시현 ( Hong Si-hyun ) 한국구조물진단유지관리공학회 2001 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.5 No.1
Recently, many reinforcement methods for R/C beams have been developed and used in existing structures. The aim of this study is to verify the effects of strengthening on R/C beams with Expanded Steel Plate. This method which use Expanded Steel Plate as reinforcement material has been certified by testing and should be recommended by as new one. In this experiment, side face of the beam that wrapped like a U-shape in ESP was the highest strength. According to the strength design method, the design value and experiment value was almost same result.
김윤미(Yoon Mi Kim),이강일(Kang Il Lee) 한국비파괴검사학회 2015 한국비파괴검사학회지 Vol.35 No.2
본 연구에서는 골절 위험도가 높은 대퇴골의 두꺼운 피질골판이 해면질골의 초음파 특성에 미치는 영향을 조사하였다. 이를 위해 소의 대퇴골을 이용하여 12개의 해면질골을 제작하였으며, 피질골과 유사한 밀도 및 음속을 갖는 아크릴을 이용하여 피질골판을 모사하는 1.25, 1.80, 및 2.75 ㎜의 두께를 갖는 아크릴판을 제작하였다. 해면질골 양면에 부착된 아크릴판의 두께가 증가하더라도 음속과 해면질골의 겉보기 골밀도 사이에 Pearson 상관계수는 0.80-0.86의 값을 가지며, 높은 상관관계가 존재하는 것으로 나타났다. 또한 0.5 ㎒에서 측정된 감쇠계수와 해면질골의 겉보기 골밀도 사이에 Pearson 상관계수는 0.84-0.91의 값을 가지며, 높은 상관관계가 존재하는 것으로 나타났다. 이와 같은 결과로부터 종골에 비해 상대적으로 더 두꺼운 피질골판을 갖는 대퇴골에서 측정된 음속 및 특정 주파수에서의 감쇠계수는 대퇴골의 골밀도를 예측하기 위한 지표로서 이용될 수 있음을 알 수 있다. The present study investigated the influence of thick cortical endplates on the ultrasonic properties of trabecular bone in a femur with a high fracture risk. Twelve trabecular bone samples were prepared from bovine femurs, and acrylic plates with thicknesses of 1.25, 1.80, and 2.75 ㎜ were manufactured to simulate the cortical endplates using acrylic with a density and a sound speed similar to cortical bone. Although the thickness of the acrylic plates attached to the two sides of the trabecular bone increased, high correlations were observed between the speed of sound and the apparent bone density of the trabecular bone, with Pearson’s correlation coefficients of 0.80-0.86. High correlations were also observed between the attenuation coefficient at 0.5 ㎒ and the apparent bone density of the trabecular bone, with Pearson’s correlation coefficients of 0.84-0.91. These results suggest that the speed of sound and attenuation coefficient at a specific frequency measured in a femur with relatively thick cortical endplates compared to the calcaneus could be used as indices for predicting the bone mineral density of the femur.
RC 보의 단면증설형 보강에서 망상형 철판의 정착과 효용에 관한 실험
김윤일(Kim Yoon-Il),조방현(Jo Bang-Hyun),홍시현(Hong Si-Hyun) 대한건축학회 2008 大韓建築學會論文集 : 構造系 Vol.24 No.8
This experimental study was conducted to investigate the effect of beam strengthening and anchorage of expanded net shape steel plate(ESP) used as reinforcements in RC beams strengthened with enlarged sections. Nineteen test specimens were manufactured. The variables were ratio of shear span to beam depth, the amount and arrangement type of chemical anchor bolts, strengthening depth of ESP and tensile steel ratio. The test results showed that ESP could be used effectively shear reinforcements as well as tensile reinforcements and was anchoraged well by virtue of high strength mortar filled up in the net shape of ESP, and chemical anchor bolts could be used to confirm anchorage and shear resistance of ESP in the net shape.
강섬유 혼입율이 강섬유보강 고강도 콘크리트의 작업성과 강도특성에 미치는 영향
김윤일,이양근,김명성,Kim, Yoon-Il,Lee, Yang-Keun,Kim, Myung-Sung 한국건축시공학회 2008 한국건축시공학회지 Vol.8 No.3
In this paper, concrete material tests were carried out to investigate influence of steel fiber volumn ratios on variations of workability and strength characteristics of steel fiber reinforced high-strength concrete, $50MPa{\sim}90MPa$ of compressive strength, according to increase of fiber volume. Test specimens were arranged with six levels of concrete compressive strength and fiber volumn ratios, 0.0%, 0.5%, 1.0%, 1.5%, 2.0%. The test results showed that steel fiber reinforced high-strength concrete($70MPa{\sim}90MPa$, 1.5% fiber volumn ratio) with good workability of slump 20cm could be used practically and effects of steel fiber reinforcement in improvement of concrete strength and toughness characteristics such as splitting tensile strength, flexural strength, and diagonal tensioned shear strength, were more distinguished in high-strength concrete than general strength concrete. And the test results indicated that splitting tensile strength of fiber reinforced concrete was proportioned to the product of steel fiber volumn ratios, $V_f(%)$ and sqare root of compressive strength, $\sqrt{f_{ck}}$, and the increasing rate was in contrast with that of flexural strength, and increase of diagonal tensioned shear strength was remarkable at steel fiber volumn ratio, 0.5%.