• 한국도로학회논문집
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• 제7권2호
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• pp.13-22
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• 2005

건설폐기물로부터 선별된 재생골재의 사용은 천연자원이 부족한 현실에 있어 많은 기회를 제공한다. 전 세계적으로 한정된 천연자원은 고갈되어가고 있으며 골재의 장거리 수송은 낮은 가격의 재생골재를 사용하는 것보다 더 비경제적 일 수 있다. 연간 한국에서 대략 7백만톤의 폐콘크리트가 발생하지만 이중 대략 2-3백만 정도만 재활용되고 있는 실정이다. 본 연구는 폐콘크리트로부터 얻어진 재생골재를 이용하는 방법에 대해서 제시하고자 한다. 재생콘크리트는 압축강도, 휨강도, 피로시험을 위해 w/c 40, 50, 60%에 대하여 제작했으며, 혼화재로는 플라이애쉬 (15%)를 사용하였다. 천연골재에 대한 재생골재의 대체율은 0, 25, 50%로 하였다. 이 연구의 목적은 재생골재 콘크리트의 피로수면과 천연골재 콘크리트의 피로수명을 비교하는데 있다. 본 연구를 통해 재생골재 콘크리트의 피로수명은 천연골재에 대한 재생골재의 대체율과 w/c에 상관성이 있음을 알 수 있었다.

• KIEAE Journal
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• 제15권4호
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• pp.45-52
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• 2015

Purpose: Foam concrete is the concrete that contains large amount of air voids inside. In general, the density of foam concrete depends on parameters like water/binder ratio, foam volume, aggregate and pozzolan content, etc. Method: In this study, the effect of foam volume and fly ash content on dry density is investigated intensively in order to find the relationship between each parameter and their abilities to counteract with each other. According to the above information, though there are quite a number of studies on the effect micro fiber on foam concrete at low volume fractions, there is still lack of information especially on the high fiber content side. The objective of the second study is to investigate further on the use of micro fiber at higher volume fraction and fill in the lacking information. Beside from this study, the investigation of the effect of micro-fiber (polypropylene) to enhance the properties of foam concrete is also carried out. Result: Of the two variables that are investigated in this study, the foam volume and the fly ash content, show significant effect on the properties of foam concrete. The foam volume tends to decrease the density and strength of foam concrete. In the second part of our study, a large fibre volume fraction is proved to be able to evidently increase the flexural strength of foam concrete up to about 40% due to the effect of fibre bridging over the crack and a significant number of fibres that intercepts the crack surfaces. However, the compressive strength is found to decrease severely due to the occurrence of large pores as the result of fibre being added into concrete mixture.

• 한국수소및신에너지학회논문집
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• 제23권2호
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• pp.134-142
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• 2012

A bipolar plate is a major component of a fuel cell stack, which occupies 50~60% of the total weight and over 50% of the total cost of a typical fuel cell stack. In this study, a composite bipolar plate is designed and fabricated to develop a compact and light-weight direct methanol fuel cell (DMFC) stack for a small-scale Unmanned Aerial Vehicle (UAV) application. The composite bipolar plates for DMFCs are prepared by a compression molding method using resole type phenol resin as a binder and natural graphite and carbon black as a conductor filler and tested in terms of electrical conductivity, mechanical strength and hydrogen permeability. The flexural strength of 63 MPa and the in-plane electrical conductivities of 191 S $cm^{-1}$ are achieved under the optimum bipolar plate composition of phenol : 18%; natural graphite : 82%; carbon black : 3%, indicating that the composite bipolar plates exhibit sufficient mechanical strength, electrical conductivity and hydrogen permeability to be applied in a DMFC stack. A DMFC with the composite bipolar plate is tested and shows a similar cell performance with a conventional DMFC with graphite-based bipolar plate.

• 방사선산업학회지
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• 제5권2호
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• pp.131-135
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• 2011

In this study, we fabricated the HDPE and ${\alpha}-Al_2O_3$ composites with PE-g-MA as a function of the ${\alpha}-Al_2O_3$ nanopowder weight ratios. The electron beam irradiations on HDPE/${\alpha}-Al_2O_3$ composites were carried out over a range of absorbed doses from 20 to 200 kGy to make three-dimensional network structures. The mechanical properties were characterized using UTM for confirming the changes of the flexural strength and tensile strength. It was observed that the mechanical properties of HDPE were enhanced by the addition of ${\alpha}-Al_2O_3$. However, the strength of the 5 wt% ${\alpha}-Al_2O_3$ added composites decreased due to the nano-powder aggregation. The mechanical properties of composites were increased as increasing the electron beam irradiation up to 150 kGy. We believed that the electron beam irradiated HDPE/${\alpha}-Al_2O_3$ composites can be a good candidate for a variety of industrial applications.

• 한국지진공학회논문집
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• 제28권1호
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• pp.47-57
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• 2024

Recently, in newly constructed apartment buildings, the exterior wall structures have been characterized by thinness, having various openings, and a significantly low reinforcement ratio. In this study, a nonlinear finite element analysis was performed to investigate the crack damage characteristics of the exterior wall structure. The limited analysis models for a 10-story exterior wall were constructed based on the prototype apartment building, and nonlinear static analysis (push-over analysis) was performed. Based on the finite element (FE) analysis model, the parametric study was conducted to investigate the effects of various design parameters on the strength and crack width of the exterior walls. As the parameters, the vertical reinforcement ratio and horizontal reinforcement ratio of the wall, as well as the uniformly distributed longitudinal reinforcement ratio and shear reinforcement ratio of the connection beam, were addressed. The analysis results showed that the strength and deformation capacity of the prototype exterior walls were limited by the failure of the connection beam prior to the flexural yielding of the walls. Thus, the increase of wall reinforcement limitedly affected the failure modes, peak strengths, and crack damages. On the other hand, when the reinforcement ratio of the connection beams was increased, the peak strength was increased due to the increase in the load-carrying capacity of the connection beams. Further, the crack damage index decreased as the reinforcement ratio of the connection beam increased. In particular, it was more effective to increase the uniformly distributed longitudinal reinforcement ratio in the connection beams to decrease the crack damage of the coupling beams, regardless of the type of the prototype exterior walls.

• 콘크리트학회논문집
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• 제21권6호
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• pp.753-761
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• 2009

이 논문은 철근콘크리트 휨부재의 인장겹침이음 영역에서의 정착저항능력에 대한 콘크리트 강도와 피복두께의 영향을 알아보기 위하여 총 24개의 beam-end 실험체의 실험 결과를 정리 분석한 것이다. 콘크리트 강도가 증가할수록 부착응력이 커지고 전달길이가 줄어든다는 부착특성과 얇은 피복에서 쉽게 발생하는 쪼갬균열 및 취성적인 균열 진전과 같은 균열거동을 근거로 하여 현행 설계기준의 등분포부착응력 가정에 의한 정착길이 규정을 고강도 콘크리트에도 그대로 적용할 수 있는지 조사하였다. 그 결과 콘크리트 강도에 따른 정착저항능력은 피복두께의 영향을 크게 받고 있으며, 고강도 콘크리트에서는 현행 설계기준 규정보다 짧은 겹침이음길이를 갖더라도 충분한 안전율을 확보하는 것으로 나타났다. 이러한 실험 결과로부터 고강도 콘크리트의 정착길이는 제곱근 압축강도의 반비례가 아닌 압축강도에 직접적으로 반비례함을 확인하였으며, 현 설계기준에서 보통강도 콘크리트에 적용하는 동일 매입길이에 대한 등 분포부착응력 가정이 아닌 새로운 정착길이 계산식을 제안하였다.

• 한국전산구조공학회논문집
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• 제22권1호
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• pp.25-34
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• 2009

큰 휨 지지력을 제공하는 테두리 보가 없이 기둥과 바닥판만으로 구성된 플랫 플레이트 시스템은 응력 조건뿐만 아니라 사용성 조건에 의하여 구조적 성능이 결정될 수 있다. 시공 순서 및 그에 따른 동바리로 연결되어 있는 슬래브들 간의 시공 하중 분포에 대한 영향이 플랫 플레이트의 단기 및 장기 성능에 대한 중요한 영향 요소가 될 수 있다. 이 연구에서는 슬래브 처짐 산정을 위하여, 선형해석 프로그램을 이용하여 시공 순서 및 콘크리트 균열효과를 고려할 수 있는 실용해석 기법을 제시한다. 구조설계기준에서 제시하고 있는 1방향 휨부재의 처짐 산정을 위한 유효단면 2차 모멘트의 개념을 2방향 슬래브 시스템인 플랫 플레이트의 유한요소해석에 확장하여 적용한다. 플랫 플레이트 시스템의 처짐에 대한 시공 중 과하중의 영향을 분석하기 위하여, 간편법에 의하여 산정된 시공 하중의 지배조건들에 대하여 제안된 실용해석 기법을 적용한다.

• 공업화학
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• 제9권3호
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• pp.445-450
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• 1998

에폭시수지와 caster oil(CO)형 폴리우레탄(PU)은 상호침투고분자(IPNs)를 형성하였다. 사슬연장제인 polypropylene ether glycol(PPG)와 가교제인 CO를 사용하여 두 종류의 폴리우레탄을 제조했다. CO를 이용한 COPU/epoxy의 동시중합 상호침투고분자(SINs)는 PPG를 이용한 PPGPU/epoxy SINs보다 상용성이 좋았다. PPGPU/epoxy SINs의 전조성에서 가교구조의 얽힘정도가 감소함에 따라 굴곡강도가 감소하였다. COPU/epoxy SINs은 PPGPU/epoxy SINs에 비해 기계적 물성과 파괴인성이 우수하였다. 실험 결과, 모든 SINs의 파괴단면에서 폴리우레탄의 공동화에 의한 응력백화 현상보다는 전단변형과 크랙의 편향이 관찰되었다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2001년도 하계학술대회 논문집
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• pp.431-434
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• 2001

The mechanical and phase transformation of the cold isostatically pressed $\alpha$-SiC ceramic were investigated as a function of the sintering temperature. The result of phase analysis by XRD revealed 6H, 4H, 3C and phase transformation between 6H and 4H showed a sudden change over 200$0^{\circ}C$. However, the alongrightarrow$\beta$ reverse transformation did not occur to any sintering temperature. The relative density and the mechanical properties of $\alpha$-SiC ceramic was increased with increased sintering temperature. The flexural strength rapidly inclosed below 210$0^{\circ}C$ and showed the highest value of 410 MPa at 220$0^{\circ}C$. This reason is because crack was propagated through surface flaw. The fracture toughness showed the highest value of 3.3 MPa.m$_{1}$2/ at 220$0^{\circ}C$.

• Computers and Concrete
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• 제8권1호
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• pp.71-96
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• 2011

Existing reinforced concrete (RC) beams can be strengthened with externally bolted steel plates to the sides of beams. The effectiveness of this type of bolted side-plate (BSP) beam can however be affected by partial interaction between the steel plates and RC beams due to the mechanical slip of bolts. To avoid over-estimation of the flexural strength and ensure accurate prediction of the load-deformation response of the beams, the effect of partial interaction has to be properly considered. In this paper, a special non-linear macro-finite-element model that takes into account the effects of partial interaction is proposed. The RC beam and the steel plates are modelled as two different elements, interacting through discrete groups of bolts. A layered method is adopted for the formulation of the RC beam and steel plate elements, while a special non-linear model based on a kinematic hardening assumption for the bolts is used to simulate the bolt group effect. The computer program SiBAN was developed based on the proposed approach. Comparison with the available experimental results shows that SiBAN can accurately predict the partial interaction behaviour of the BSP beams. Further numerical simulations show that the interaction between the RC beam and the steel plates is greatly reduced by the formation of plastic hinges and should be considered in analyses of the strengthened beams.