• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.253-256
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• 2008

복합섬유(Fiber Reinforced Polymers)가 외부 부착된 철근콘크리트 보에 관한 연구는 국내 및 세계 여러나라에서 활발히 진행되고 있으나 장기 거동에 관한 연구는 많이 미흡한 실정이다. 본 연구에서는 현재 국내에서 많이 사용되고 있는 탄소섬유(Carbon Fiber Reinforced Polymers)와 유리섬유(Glass Fiber Reinforced Polymers)를 철근 콘크리트 보에 외부 부착시킨 후 300일간 지속하중하에서 철근의 변형률, FRP의 변형률을 측정함으로써 FRP 보강 실험체의 시간의존적 거동을 파악하였다. 또한, Adjusted Effective Modulus Method, (AEMM)과 Ghali and Farve의 방법을 사용하여 시간경과에 따른 크리프와 건조수축에 의한 응력과 변형률의 변화를 예측하였다. 실험결과, RC보의 휨 보강 측면으로 보았을 때, CFRP가 GFRP보다 장기거동에 있어 우수한 성능을 보이는 것으로 나타났으며, 이론 식으로 산정된 값은 무보강 실험체의 철근 변형률의 경우 비교적 유사하게 예측하고 있으나 FRP로 보강된 실험체들의 인장철근은 다소 과대평가하는 결과를, 압축철근은 과소평가하는 결과를 나타냈다.

• 폴리머
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• 제36권6호
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• pp.677-684
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• 2012

사출성형공정은 고온으로 수지를 가소화시키고 고압으로 금형에 흘려 보내어 제품을 성형하는 방법이다. 이 과정에서 고분자 수지는 온도의 변화에 따라 수축을 하게 되는 성형수축이 발생된다. 그리고 시간이 흐른 뒤에도 제품에 변형이나 휨이 발생하게 되는데 이는 제품에 포함되어 있는 잔류응력의 이완 때문이다. 이러한 휨을 막기 위해 수지에 무기물을 첨가하여 수축을 줄이거나, 수지에 유리섬유나 카본섬유 등 섬유를 사용하여 휨의 저항성을 높인다. 그리고 성형품을 강건하게 설계하여 응력에 따른 휨의 저항을 향상시킨다. 본 연구에서는 강건설계를 위해 리브를 설치한 성형품에 나타나는 휨을 실험을 통하여 조사하였다. 성형조건에 따라서, 그리고 금형설계에 따라서 즉, 게이트의 위치에 따라서 휨의 변화를 조사하였다. 수지의 흐름방향과 흐름의 직각방형의 휨도 조사하였다. 게이트 근처와 게이트에서 먼 부분의 휨도 비교분석 하였다. 수지는 유리섬유로 보강된 결정성 수지인 PP와 PA66를 사용하였다. 유리섬유가 포함된 결정성 수지는 유리섬유가 포함된 비결정성 수지보다 휨이 컸다. 결정성 수지는 비결정성 수지에 비해 휨이 성형조건에 다소 적게 영향을 받았지만 제품의 설계에 따라서는 크게 변하였다.

• Computers and Concrete
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• 제11권4호
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• pp.351-364
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• 2013

This paper presents results from an analytical investigation of the behavior of steel reinforced concrete circular column sections with additional Glass Fiber Reinforced Polymers (GFRP) bars. The primary application of this composite section is to relocate the plastic hinge region from the column-footing joint where repair is difficult and expensive. Mainly, the study focuses on the development of the full nominal moment-axial load (M-P) interaction diagrams for hybrid concrete sections, reinforced with steel bars as primary reinforcement, and GFRP as auxiliary control bars. A large parametric study of circular steel reinforced concrete members were undertaken using a purpose-built MATLAB(c) code. The parameters considered were amount, location, dimensions and mechanical properties of steel, GFRP and concrete. The results indicate that the plastic hinge was indeed shifted to a less critical and congested region, thus facilitating cost-effective repair. Moreover, the reinforced concrete steel-GFRP section exhibited high strength and good ductility.

• Steel and Composite Structures
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• 제22권6호
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• pp.1337-1358
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• 2016

The current study focuses on the assessment and interface response of reinforced concrete elements with composite materials (carbon fiber reinforced polymers-CFRPs, glass fiber reinforced polymers-GFRPs, textile reinforced mortars-TRM's, near surface mounted bars-NSMs). A description of the transfer mechanisms from concrete elements to the strengthening materials is conducted through analytical models based on failure modes: plate end interfacial debonding and intermediate flexural crack induced interfacial debonding. A database of 55 in total reinforced concrete columns (scale 1:1) is assembled containing elements rehabilitated with various techniques (29 wrapped with CFRP's, 5 wrapped with GFRP's, 4 containing NSM and 4 strengthened with TRM). The failure modes are discussed together with the performance level of each technique as well as the efficiency level in terms of ductility and bearing/ bending capacity. The analytical models' results are in acceptable agreement with the experimental data and can predict the failure modes. Despite the heterogeneity of the elements contained in the aforementioned database the results are of high interest and point out the need to incorporate the analytical expressions in design codes in order to predict the failure mechanisms and the limit states of bearing capacities of each technique.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2004년도 춘계학술대회 논문집
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• pp.159-165
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• 2004

The shrinkages of injection molded parts are different in molding operational conditions and mold design. It also differs from resins. The shrinkages of injection molded parts for PBT (polybutylene terephthalate), PC (polycarbonate),and glass reinforced PBT and PC have been studied for various operational conditions of injection molding. The part shrinkage of crystalline polymer, PBT was higher than that of amorphous polymer, PC by about two times. The part shrinkages of both polymers decreased as glass fiber content increases. Higher Injection temperature and lower injection pressure resulted in a higher shrinkage in both PBT and PC resins. As mold temperature increases the part shrinkage of PC decreased. However, the part shrinkage of PBT increased as mold temperature increases. The part shrinkage of both PBT and PC resins decreased as gate size increases since the pressure delivery is mush easier for a larger gate size. The part shrinkage of flow direction was less than that of the perpendicular direction to the flow for both pure and glass fiber reinforced resins. The part shrinkage at the position close to the gate was less than that of the position far from the gate.

• 소성∙가공
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• 제13권6호
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• pp.515-521
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• 2004

The shrinkages of injection molded parts are different in molding operational conditions and mold design. It also differs from resins. The shrinkages of injection molded parts fur PBT (polybutylene terephthalate), PC (polycarbonate), and glass reinforced PBT and PC have been studied for various operational conditions of injection molding. The part shrinkage of crystalline polymer, PBT was higher than that of amorphous polymer, PC by about two times. The part shrinkages of both polymers decreased as glass fiber content increases. Higher injection temperature and lower injection pressure resulted in a higher shrinkage in both PBT and PC resins. As mold temperature increases the part shrinkage of PC decreased. However, the part shrinkage of PBT increased as mold temperature increases. The part shrinkages of PBT and PC resins decreased as gate size increases since the pressure delivery is mush easier for a larger gate size. The part shrinkage of flow direction was less than that of the perpendicular direction to the flow for both pure and glass fiber reinforced resins. The part shrinkage at the position close to the gate was less than that of the position far from the gate.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
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• pp.325-328
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• 2005

Fiber Reinforced Polymers are recognized as the alternative materials for solving the problem due to the excellent corrosion-resistant property, light-weight and higher strength than steel. Glass fiber is superior to other fibers from the economical point of view but the mechanical property is not. For this reason, researches to improve the mechanical property of glass fiber reinforced polymer rebar has been conducted and it emerged as a solution to make the bar as a hybrid type with carbon fibers. This paper presents results of experimental program to investigate the scattering effectiveness of carbon fibers in glass FRP bar.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.531-536
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• 2003

It is generally known that RC flexural members strengthened by GFRP(Glass Fiber Reinforced Polymers) tend to be failed by premature bond failure near the flexural-shear cracks happened at the mid-span of beams. It is therefore strongly recommended that premature bond failure must be avoided to insure the intended strengthening effects sufficiently. The various methodologies such as increasing bonded length of GFRP and bonding details including U-shape wrappings and epoxy shear-keys are examined in this study. The bonded length of GFRP are calculated based on the assumed bond strengths of epoxy saturating resin. Total six half scale RC beam specimens were constructed and tested to investigate the effectiveness of each methodologies to prevent the bond failure of GFRP. Test results of each specimens are discussed in this paper.

• Fibers and Polymers
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• 제4권2호
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• pp.77-83
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• 2003

The cell modeling homogenization method to derive the constitutive equation considering the microstructures of the fiber reinforced composites has been previously developed for composites with simple microstructures such as 2D plane composites and 3D rectangular shaped composites. Here, the method has been further extended for 3D circular braided com-posites, utilizing B-spline curves to properly describe the more complex geometry of 3D braided composites. For verification purposes, the method has been applied for orthotropic elastic properties of the 3D circular braided glass fiber reinforced com-posite, in particular for the tensile property. Prepregs of the specimen have been fabricated using the 3D braiding machine through RTM (resin transfer molding) with epoxy as a matrix. Experimentally measured uniaxial tensile properties agreed well with predicted values obtained for two volume fractions.

• 콘크리트학회논문집
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• 제18권2호
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• pp.275-282
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• 2006

최근 철근 콘크리트 구조물에서 철근의 부식문제를 근본적으로 해결하기 위한 대안으로 섬유강화폴리머(Fiber Reinforced Polymers, FRP)가 주목받고 있다. FRP는 철근에 비해 높은 비강도를 가지며, 무게가 가볍다. 특히 내부식성이 뛰어나 염해와 같은 열악한 환경에 특히 유용하다. 그러나 재료단가가 철근에 비해 높고, 장기거동에 대해 구축되어 있는 정보가 적으며 항복 거동을 보이는 철근과는 달리 취성파괴를 일으키기 때문에 FRP를 토목재료로 사용하려는 노력은 더디게 진행되고 있다. FRP 제작에 사용되는 섬유 중 유리섬유가 가장 경제적이지만 강성이 철근에 비해 대략 1/4 정도 밖에 되지 않아 휨부재에 사용될 경우 과도한 처짐 문제가 발생한다. 이에 본 연구에서는 유리섬유로 제작된 FRP(Glass Fiber Reinforced Polymer, GFRP) 로드(Rod)의 인장특성을 개선하고자 탄소와 유리섬유로 제작된 하이브리드 로드의 인장특성에 관한 연구를 수행하였다. 로드 제작에 사용되는 수지 종류와 배치 방법에 대해 변수를 설정하여 총 40개의 시편을 제작하여 인장실험을 실시하였다. 하이브리드 로드의 인장특성은 섬유가 혼합되지 않은 순수한 유리섬유와 탄소섬유로만 제작된 로드의 인장특성과 비교하였다. 실험 결과에 따르면 로드의 핵은 탄소섬유로, 외피는 유리섬유로 제작된 하이브리드 로드의 인장특성이 가장 우수하였다.