• Computers and Concrete
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• 제29권 6호
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• pp.375-391
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• 2022

This paper examined the impact of the cross-sectional structure on the structural results under different loading conditions of reinforced concrete (RC) members' management limited in Carbon Fiber Reinforced Polymers (CFRP). The mechanical properties of CFRC was investigated, then, totally 32 samples were examined. Test parameters included the cross-sectional shape as square, rectangular and circular with two various aspect rates and loading statues. The loading involved concentrated loading, eccentric loading with a ratio of 0.46 to 0.6 and pure bending. The results of the test revealed that the CFRP increased ductility and load during concentrated processing. A cross sectional shape from 23 to 44 percent was increased in load capacity and from 250 to 350 percent increase in axial deformation in rectangular and circular sections respectively, affecting greatly the accomplishment of load capacity and ductility of the concentrated members. Two Artificial Intelligence Models as Extreme Learning Machine (ELM) and Particle Swarm Optimization (PSO) were used to estimating the tensile and flexural strength of specimen. On the basis of the performance from RMSE and RSQR, C-Shape CFRC was greater tensile and flexural strength than any other FRP composite design. Because of the mechanical anchorage into the matrix, C-shaped CFRCC was noted to have greater fiber-matrix interfacial adhesive strength. However, with the increase of the aspect ratio and fiber volume fraction, the compressive strength of CFRCC was reduced. This possibly was due to the fact that during the blending of each fiber, the volume of air input was increased. In addition, by adding silica fumed to composites, the tensile and flexural strength of CFRCC is greatly improved.

• Composites Research
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• 제12권3호
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• pp.84-90
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• 1999

HAC/PVA계 MDF시멘트 복합재료의 수분안정성 및 기계적 강도향상을 위하여 불용성 폴리머류(폴리우레탄, 페놀, 에폭시수지)와 탄소섬유(길이3mm)를 1-4wt% 보강하였다. 그리고 가압성형법으로 제조한 복합체의 수분침적 기간별 강도특성(수분안정성)과 계면 및 기계적 특성에 영향을 미치는 폴리머와 시멘트의 가교반응에 대하여 SEM 및 TEM 분석을 통하여 관찰하였다. HAC/PVA계 MDF 시멘트 복합체의 섬유함량에 따른 건조 굽힘강도는 섬유함량이 증가할수록 치밀화 구조가 저하되어 비례적으로 감소되었다. 또한 불용성 폴리머류를 사용한 경우에 건조 굽힘강도는 섬유함량이 증가될수록 저하되는 반면, 수분안정성은 크게 향상되었다. 에폭시 수지를 첨가한 경우에 수분안정성이 가장 우수하였으며, 섬유함량 4% 첨가의 경우에 3일 침적강도가 95%, 7일침적시 87%강도를 유지하였다. 이 점은 폴리머와 시멘트의 금속이온이 가교반응을 일으켜 섬유-메트릭스간 계면 부착강도를 크게 개선되었기 때문으로 추정된다. 반면 인장강도 특성은 모든 불용성 폴리머류 첨가 수준에서 섬유 함량이 증가할수록 비례적으로 증가되었으며, 역시 에폭시 수지 첨가의 경우에 강도특성이 가장 우수하였다. 그리고 섬유함량 4% 첨가된 경우에 있어서 인장강도는 섬유함량 0% 대비 약 30~80% 높게 나타났다.

• 한국구조물진단유지관리공학회 논문집
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• 제19권3호
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• pp.139-148
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• 2015

본 논문은 강섬유 대신 철근집합체를 사용하여 초고강도 섬유보강 콘크리트 부재의 최대하중 이후 연성거동을 유도하는 것을 목적으로 한다. 강섬유와 철근집합체의 조합을 가진 직사각형 콘크리트 보에 대한 휨거동 실험을 수행하였다. 강섬유의 혼입률은 0%, 0.7%, 1%, 1.5%, 2%이고, 연성거동을 유도하기 위한 종방향 철근 집합체의 철근비는 0.0036, 0.016, 0.028 그리고 0.036이다. 이러한 실험 요소의 조합으로 15개의 초고강도 콘크리트보가 제작되었다. 강섬유 뿐만 아니라 종방향의 철근 집합체도 초고강도 콘크리트보의 연성거동을 유도하는데 효과를 가지고 있다. 강섬유 혼입률 0.7%와 철근비 0.028인 철근집합체를 사용할 경우 가장 경제적인 조합임을 볼 수 있다. 하중과 처짐관계, 콘크리트 응력의 변화 및 균열양상 등이 좁은 간격을 가진 작은 직경의 종방향 철근 집합체의 유용성을 나타내고 있다.

• Korean Chemical Engineering Research
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• 제53권3호
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• pp.295-301
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• 2015

폴리설폰 분리막을 이용한 바이오 메탄 가스 농축 특성을 이론적 방법으로 분석하였다. 병류 흐름 분리막 공정의 지배 방정식을 유도하고 Compaq Visual Fortran 6.6 소프트웨어를 이용하여 유도된 비선형 상미분 방정식을 수치 해석하였다. 공급 메탄 몰분율이 0.7로 주어진 전형적 운전조건에서 분리막 입구로부터 출구로 이동하면서 잔류 측 메탄몰분율은 0.7에서 0.76로 증가하였고 공급유량 대비 잔류유량 비는 1에서 0.79로 감소하였다. 공급 메탄 몰분율 또는 공급 압력이 증가할수록 잔류 측 메탄 몰분율은 증가하였다. 분리막 길이를 고정한 상태에서 분리막 면적이 감소하거나 투과 측 압력 대 공급 측 압력 비가 증가함에 따라 잔류 측 메탄 몰분율이 감소함을 확인하였다. 총 투과 분율이 증가할수록 잔류 측 메탄 몰분율은 증가하였고 메탄 회수율은 감소함을 관찰할 수 있었다.

• 한국농공학회지
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• 제20권2호
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• pp.4645-4687
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• 1978

This study was attempted to investigate the mechanical properties of concrete and crack control effects of reinforced concrete with steel and glass fiber. The experimental program includes tests on the properties of fresh concrete containing fibers, compressive strength, tensile strength, flexural strength, Young's modulus, Shrinkage and deformation of steel or glass fiber reinforced concrete. Also this study was carried out to investigate the effect of steel or glass fiber to retard the development in reinforced concrete subject to uniaxial tension and thus facilitate the use of steels of higher strength. The major conclusions that can be drawn from the studies are as follows: 1. The effect of the fibers in various mixes on fresh concrete confirmed that fibers do have a significant effect on the properties of fresh concrete, bringing much more stable and exhibiting a signiflcant reduction in surface bleeding, and that the cohesion is greatly improved and the internal resistance increases with fiber concentration. But the addition of an excess contents and length of fibers brings about the reduction of workability. 2. With the addition of steel fibers(1.5% Vol.) to concrete, the compressive strength as compared with plain concrete showed a very slight increase, but excess addition, over 1.5% Vol. of steel and glass fiber reduced its strength. 3. Splitting tensile strength of fiber reinforced concrete showed a significant increase tendency, as compared with plain concrete. In case of containing steel fiber (2.5%, 30mm), it showed that the maximum increase rate of 1.48 times as much rate, and in case of containing glass fiber (2.5%, 30mm), the increase rate of strength was 1.25 times as much rate. 4. Flexural strength of fiber reinforced concrete showed a significant tendency, as compared with plain concrete. Containing steel fiber (2.5%, 30mm) showed the maximum increase rate of 1.64 times as much rate and containing glass fiber (2.5%, 30mm) showed the increase rate of strength of 1.32 times as much rate, and in general, the 30mm length brougth the best results. 5. The strength ratio ($\sigma$b/$\sigma$c and $\sigma$t/$\sigma$c) increased, when steel fiber's average spacing was up to 3.05mm, but decreased when beyond 3.05mm, and it was confirmed that tensile or flexural strengths of steel fiber reinforced concrete are apparently governed by fiber's average spacing. 6. The compressive strain of fiber reinforced concrete showed a significant increasing tendency as the fiber was added, but Young's modulus. with the addition of steel and glass fibers, showed a slight decrease tendency. And according to the increase of flexural strength, a considerable increase was seen in toughness. 7. With the addition of fiber's the shrinkage of concrete was significantly decreased, in both case of adding steel fibers 12.5%, 30mm, and showed a significant decrease ratio, in average 30.4% and 36.7%, as compared with plain concrete. 8. With the increase of fiber volume fraction and length, the gained stress in reinforcing bar in concrete specimens increased in all crack widths, but at different rates, with the decrease of fiber diameter, the stress showed a considerable increasing tendency. And the duoform steel fibers showed the greatest improvement, as compared with the other types tested. 9. The influence of fiber dimensions in order of significanse on the machanical properties of concrete and the crack control of reinforced concrete was explained as follows: content, length, aspect ratio and dimeter.

• 콘크리트학회논문집
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• 제26권5호
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• pp.651-660
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• 2014

강섬유로 보강되어 SF-RPC (Steel-Fiber reinforced Reactive Powder Concrete)로 불리는 초고성능 콘크리트의 설계는 이에 대한 연구결과를 기반으로 한 가이드라인을 통해 수행되고 있으나, 명확한 설계기준은 확립되지 않은 상태이다. 특히 SF-RPC 일반적으로 고온($90^{\circ}C$)의 증기양생을 필요로 하므로 프리캐스트 부재 형태로 사용되고 있어 부재간 접합 방법이 중요한 설계 요소로 간주됨에도 불구하고 명확한 설계기준이 존재하지 않음에 따라 현재 안전성 및 경제성 측면에서 많은 의문이 있는 상태이다. 본 연구에서는 SF-RPC의 명확한 정착 설계를 위한 기반으로 SF-RPC와 철근 사이의 부착강도를 실험적으로 파악하고, 기존에 사용하였던 평가 방법의 적용성을 검토하고자 한다. 이를 위해, 콘크리트의 압축강도, 피복두께, 섬유의 혼입량을 변수로 가진 직접 뽑힘 실험을 계획 및 수행하였다. 실험 결과 SF-RPC의 부착강도는 압축강도의 증가량에 따라 증가하고 있으나 그 증가율은 크게 나타나지 않음을 확인할 수 있으며, 피복두께의 증가에 따라 부착강도가 증가하며 $5.2d_b$ 이상의 피복을 가질 경우 매우 짧은 매입깊이인 $3d_b$의 매입깊이에서도 철근을 항복시킬 수 있는 것을 확인하였다. 또한, 섬유의 보강에 의해 부착강도가 두배 이상 증가하는 것을 확인하였다. 안전하고 경제적인 설계를 위해서는 SF-RPC의 부착강도를 추정할 수 있어야 하나, 현재까지는 이에 대한 추정식이 제시되고 있지 않으며, SF-RPC의 거동이 압축응력하에서는 큰 탄성 거동을 하며, 인장응력하에서는 소성거동을 함에 기인하여 Tepfers의 응력 해석 방법을 적용한 결과 실험 결과와 유사한 추정치를 기대할 수 있는 것을 확인하였다.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2001년도 춘계학술발표대회 논문집
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• pp.29-33
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• 2001

In the present study, AZ91Mg/$\textrm{Al}_2\textrm{O}_3$ short fiber+SiC particulates hybrid metal matrix composites(MMCs) were fabricated by squeeze casting method. Different particulate sizes of 45, 29 and $9\mu\textrm{m}$ were hybridized with 5% volume fraction to investigate the effect of SiC particulates size on microstructure, mechanical and thermal properties such as hardness, flexural strength, wear resistance and thermal expansion. Results show that the microstructure of the hybrid composites were quite satisfactory, namely revealing relatively uniform distribution of reinforcements. Some aggregation of SiC particulates caused by particle pushing was observed especially in the hybrid composites containing in fine particulates($9\mu\textrm{m}$). The hardness and flexural strength were improved by decreasing particulates size, whereas wear resistance improved by increasing particulates size because of large particulates restricting matrix wear from contacted stress. Regardless of particulates size, thermal expansion of composites was the same. This may be because the content of particulates was in all cases 5 volume fraction.1

• 한국식품영양과학회지
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• 제23권6호
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• pp.879-886
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• 1994

This study was carried out to determine, the effects of sodium alginate and cellulose on the plasma lipoportein composition and cholesterol metabolism inrats.Each experimental diet contained 105 sodium alginate and cellulose by weight, respectivley and rats were fed fro 4 weeks. The results obtained were as follows : The feeding of sodium alginate and cellulose decreased total plasma cholesterol slightly . total cholesterol of Chylomicron /VLDL- , LDL-fraction and liver were decreased significantly insodium alginate group. HDL-cholesterol was slightly increased in soidum alginate group. The feeding of sodium alginate significantly lowered plasma , Chylomicron VLDL-, LDL-fraction and liver TG concentrations compared with those fed fiber-free diet . The HMG-CoA reductase activity was not different among diet groups but the lowest activity was observed in sodium alginate group. The feeding of sodium alginate significantly increased fecal cholesterol , TG, and bile acid excretion . In summary , the ingestion of sodium alginate decreased cholesterol and TG concentrations of plasma and liver. This may be explained by the facts that fecal cholesterol, bile acid and TG level were increased significantly in sodium alginate group.

• Carbon letters
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• 제12권1호
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• pp.21-25
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• 2011

A novel electrode for an NO gas sensor was fabricated from electrospun polyacrylonitrile fibers by thermal treatment to obtain carbon fibers followed by chemical activation to enhance the activity of gas adsorption sites. The activation process improved the porous structure, increasing the specific surface area and allowing for efficient gas adsorption. The gas sensing ability and response time were improved by the increased surface area and micropore fraction. High performance gas sensing was then demonstrated by following a proposed mechanism based on the activation effects. Initially, the pore structure developed by activation significantly increased the amount of adsorbed gas, as shown by the high sensitivity of the gas sensor. Additionally, the increased micropore fraction enabled a rapid sensor response time due to improve the adsorption speed. Overall, the sensitivity for NO gas was improved approximately six-fold, and the response time was reduced by approximately 83% due to the effects of chemical activation.

• 한국농공학회논문집
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• 제49권2호
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• pp.37-46
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• 2007

The service life of agricultural concrete structures is designed in about 30 to 100 years, but actual service lift is estimated in an average 18 years. Therefore, as the service life of the agricultural concrete structures increases, necessity of repair by aging from various environment condition exposure increases. This study was to determinate the optimum mix proportion of latex modified repair mortar and to improve the durability performance of agricultural concrete structures. The physical and mechanical tests of latex modified repair mortar were performed. Tests of flow, compressive strength, flexural strength and bond strength tests were conducted. Test results show that the optimum nex proportion of latex modified repair mortar, when used in 5% latex volume fraction (weight of cement), 1.5% antifoaming agent (weight of latex), 0.2% PVA fiber volume fraction, 1:2 (binder-sand ratio), 10% silica fume replacement ratio (weight of cement), could result in best performance for the repair of agricultural concrete structures.