• Architectural research
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• 제11권1호
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• pp.25-33
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• 2009

This study presents the testing of 15 hwangtoh-based cementless concrete mixes to explore the significance and limitations of the development of eco-friendly concrete without carbon dioxide emissions while maintaining various beneficial effects. Hwangtoh, which is a kind of kaolin, was incorporated with inorganic materials, such as calcium hydroxide, to produce a cement-less binder. The main variables investigated were the water-to-binder ratio and fine aggregate-to-total aggregate ratio to ascertain the reliable mixing design of hwangtoh-based cementless concrete. The variation of slump with elapsed time was recorded in fresh concrete specimens. Mechanical properties of hardened concrete were also measured: including compressive strength gain, splitting tensile strength, moduli of rupture and elasticity, stress-strain relationship, and bond resistance. In addition, mechanical properties of hwangtoh-based cement-less concrete were compared with those of ordinary portland cement (OPC) concrete and predictions obtained from the design equations specified in ACI 318-05 and CEB-FIP for OPC concrete, wherever possible. Test results show that the mechanical properties of hwangtoh-based concrete were significantly influenced by the water-to-binder ratio and to less extend by fine aggregate-to-total aggregate ratio. The moduli of rupture and elasticity of hwangtoh-based concrete were generally lower than those of OPC concrete. In addition, the stress-strain and bond stress-slip relationships measured from hwangtoh-based concrete showed little agreement with the design model specified in CEB-FIP. However, the measured moduli of rupture and elasticity, and bond strength were higher than those given in ACI 318-05 and CEB-FIP. Overall, the test results suggest that the hwangtoh-based concrete shows highly effective performance and great potential as an environmental-friendly building material.

• 콘크리트학회논문집
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• 제22권1호
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• pp.77-84
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• 2010

라텍스개질콘크리트(LMC)는 일반 콘크리트에 비하여 인장강도와 내구성 등 개선된 재료 특성을 가지고 있으며, 따라서 교량 데크 슬래브의 생애주기를 증대시키기 위하여 교면 포장재로 많이 사용되고 있다. 이러한 사용에는 LMC 포장부와 콘크리트 모반 사이의 우수한 부착성능이 전제된다. 한편 교량 데크 슬래브의 구조적 성능을 향상시키기 위하여 고성능 콘크리트(HPC) 슬래브가 현재 사용되고 있다. 이 연구에서는 일반 콘크리트(NSC) 또는 HPC 교량 데크 슬래브에 타설된 LMC 포장부의 부착거동을 모사하기 위하여, 유한요소해석을 이용한 변수 연구가 수행되었다. 이 연구에서 콘크리트 모반의 수축, 강성, 균열강도와 LMC 포장부의 두께가 콘크리트-LMC 포장부의 균열 발생에 미치는 영향을 분석하였다. 수치해석연구 결과, HPC 슬래브는 높은 수축량과 강성으로 인하여 콘크리트-LMC 교면 포장부에 균열을 유발할 가능성이 높은 것으로 사료된다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2002년도 하계학술대회 논문집
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• pp.164-167
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• 2002

SiC direct bonding technology is very attractive for both SiCOI(SiC-on-insulator) electric devices and SiC-MEMS applications because of its application possibility in harsh environments. This paper presents on pre-bonding according to HF pre-treatment conditions in SiC wafer direct bonding using PECVD oxide. The characteristics of bonded sample were measured under different bonding conditions of HF concentration, and applied pressure. The 3C-SiC epitaxial films grown on Si(100) were characterized by AFM and XPS, respectively. The bonding strength was evaluated by tensile strength method. Components existed in the interlayer were analyzed by using FT-IR. The bond strength depends on the HF pre-treatment condition before pre-bonding (Min : 5.3 kgf/$\textrm{cm}^2$∼Max : 15.5 kgf/$\textrm{cm}^2$).

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.397-402
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• 2003

This paper presents strut-and-tie models for predicting shear strength of RC interior beam-column joints considering the plastic hinge rotation of adjacent beams. On seismic design of frame system, it is controlled beams to occur plastic hinges and to be ductile so as to dissipate earthquake energy efficiently. The plastic hinge deformation of beams is used as analysis parameter in terms of strain of beam tensile bars at column face. The shear strengths of beam-column joints are evaluated by combining direct strut mechanism with truss mechanism. It is assumed that the max force transferred by direct strut mechanism is based on the strength of cracked concrete element, and that by truss mechanism is based on bond capacity.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 1999년도 춘계학술대회 논문집
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• pp.370-373
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• 1999

Si direct bonding (SDB) technology is very attractive for both Si-on-insulator(SOI) electric devices and MEMS applications because of its stress free structure and stability. This paper presents on- pre treatment conditions in Si wafer direct bonding, The paper resents on pre-bonding according to HF pre-treatment conditions in Si wafer direct bonding. The characteristics of bonded sample were measured under different bonding conditions of HF concentration, applied pressure and annealing temperature(200~ 100$0^{\circ}C$) after pre-bonding. The bonding strength was evaluated by tensile strength method. The bonded interface and the void were analyzed by using SEM and IR camera, respectively, Components existed in the interlayer were analyzed by using FT-IR. The bond strength depends on the HF pre-treatment condition before pre-bonding(Min 2.4kgf/$\textrm{cm}^2$~ Max : 14.kgf/$\textrm{cm}^2$)

• Structural Engineering and Mechanics
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• 제16권4호
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• pp.493-517
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• 2003

Attempts at improving beam-column joint performance has resulted in non-conventional ways of reinforcement such as the use of the crossed inclined bars in the joint area. Despite the wide accumulation of test data, the influence of the crossed inclined bars on the shear strength of the cyclically loaded exterior beam-column joints has not yet been quantified and incorporated into code recommendations. In this study, the investigation of joints has been pursued on two different fronts. In the first approach, the parameters that influence the behaviour of the cyclically loaded beam-column joints are investigated. Several parametric studies are carried out to explore the shear resisting mechanisms of cyclically loaded beam-column joints using an experimental database consisting of a large number of joint tests. In the second approach, the mechanical behaviour of joints is investigated and the equations for the principal tensile strain and the average shear stress are derived from joint mechanics. It is apparent that the predictions of these two approaches agree well with each other. A design equation that predicts the shear strength of the cyclically loaded exterior beam-column joints is proposed. The design equation proposed has three major differences from the previously suggested design equations. First, the influence of the bond conditions on the joint shear strength is considered. Second, the equation takes the influence of the shear transfer mechanisms of the crossed inclined bars into account and, third, the equation is applicable on joints with high concrete cylinder strength. The proposed equation is compared with the predictions of the other design equations. It is apparent that the proposed design equation predicts the joint shear strength accurately and is an improvement on the existing code recommendations.

• Elastomers and Composites
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• 제47권4호
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• pp.310-317
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• 2012

계면접착력 향상을 위해 실린더형 RF 플라즈마 발생기를 이용하여 Jute fiber의 표면을 아르곤가스로 처리하였고 최적 처리조건을 설정하였다. 플라즈마 강도, 가스압력, 및 처리시간을 변경한 후 이러한 인자들이 황마섬유 표면모폴로지, 섬유 인장강도, 및 폴리프로필렌과의 모델복합체에서 계면접착강도에 미치는 영향을 조사하였다. 플라즈마 처리인자에 따라 황마섬유의 표면은 거칠어졌다. 가스압력의 영향은 처리시간 및 플라즈마 강도의 영향보다 다소 낮게 나타났다. 플라즈마 강도와 시간에 따라 황마섬유의 강도는 약 25% 감소한 반면, 가스압력의 영향은 크게 나타나지 않았다. 계면전단강도 (IFSS)를 기준으로 결정된 최적 플라즈마 처리조건은 처리시간 30 s, 전력 40 W, 가스압력 30 mTorr로 나타났다.

• Restorative Dentistry and Endodontics
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• 제24권4호
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• pp.570-577
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• 1999

치질에 대한 접착수복은 건전한 치질을 보존하면서 유지력을 증가시킬 뿐 아니라 치질과 수복물 계면에서의 미세누출을 방지할 수 있다는 측면에서 임상에서 그 사용빈도가 높아지고 있다. 그러나 복합레진충전후 중합과정에서의 수축현상이 여전히 해결되지 않는 문제로 남아 있으며 이로 인한 변연누출은 술후 지각과민, 변연변색이나 이차우식과 아울러 치수병변의 유발인자로 작용할 수 있다. 치질과 레진수복물간의 접착강도를 강화시킴으로써 변연부위의 누출현상을 극복할 수 있다는 인식 하에 많은 종류의 상아질 접착제에 대한 접착강도 검사와 미세누출 검사가 행해졌으나 접착강도와 변연누출간의 관계에 대한 직접적인 연구는 미흡한 상태이다. 본 연구에서는 우치를 이용한 동일시편에서 접착강도와 미세누출의 정도를 측정 후 상호관계를 알아보고자 하였다. 소의 하악 전치를 이용하여 법랑질 또는 상아질 시편을 각 군마다 30개씩 준비하였다. 32% 인산으로 15초 처리 및 20초 수세 후 치질처리 방법에 따라 법랑질/완전 건조시킨 군, 법랑질/습윤상태의 군, 상아질/완전 건조시킨 군, 상아질/습윤상태의 군으로 나누었다. 각 군의 시편을 One-Step$^{TM}$ adhesive를 적용 후 Charisma 복합레진으로 충전하였다. 그 후 2% methylene blue에 1주일 간 침잠시킨 후 24시간 흐르는 물에 수세한 뒤 인장접착 강도를 측정하였다. 인장 접착 강도 측정 후 컴퓨터 프로그램 상에서 색소의 침투 면적을 계산하였으며 그 결과는 다음과 같이 나타났다. 1. 법랑질 및 상아질 군 공히, 접착강도와 미세누출을 비교시 유의한 음의 상관관계를 나타내어 접착강도가 높을수록 미세변연누출은 적게 나타내는 경향을 나타내었다 (r=-0.50, p<0.05). 2 법랑질 군 및 상아질 군 공히, 습윤상태의 시편이 완전히 건조된 시편에 비해 높은 집착강도를 나타내었다 (p<0.05). 3. 상아질에서는 습윤상태의 군이 건조시킨 군 사이에 유의하게 적은 미세변연 누출을 나타낸 반면(p<0.05), 법랑질에서는 습윤상태의 군과 건조시킨 군 사이에 미세변연 누출에 있어 유의한 차이가 나타나지 않았다 (p>0.05).

• 한국구조물진단유지관리공학회 논문집
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• 제19권2호
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• pp.117-124
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• 2015

건설분야에서 이산화탄소를 저감하기 위해 최근들어 친환경 혼화재료가 많이 사용되고 있다. 또한 콘크리트의 취성파괴를 보완하기 위해 다양한 섬유재의 사용이 고려되고 있다. 본 연구에서는 Rice Ash Husk를 10% 및 20% 치환한 콘크리트를 제조하였으며, 천연섬유 (코코넛 섬유)를 0.125%, 0.250%, 0.375% 혼입하면서 역학적 특성을 평가하였다. 평가를 위해 압축강도, 쪼갬인장강도, 휨강도, 내충격성, 부착강도 등이 평가되었으며, 휨부재의 하중에 따른 균열 및 변위를 분석하였다. RHA를 첨가한 콘크리트는 압축강도를 효과적으로 개선하였으며, 섬유재를 0.125%를 첨가하였을 때, 인장강도, 연성증가 그리고 균열저항성 등이 뚜렷하게 개선되었다. RHA 및 첨연섬유는 자원의 재활용 뿐 아니라 콘크리트의 성능도 개선할 수 있으므로 효과적인 건설재료라고 판단된다.

• 대한기계학회논문집
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• 제7권3호
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• pp.263-269
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• 1983

Underwater welding by a gravity arc welding process was investigated by using six types of coated electrodes and SM41A steel plates of 10 mm thickness as base metal and it was ascertained that this process may be put to practical use. Main results obtained are summarized as follows: 1. Angle of electrode affects no influence on bead appearance and the proper range of welding current and diameter of electrode for the high titanium oxide type is relatively wider than that for the ilmenite type. And the lime titania type, high titanium oxide type and ilmenite type of domestic coated arc welding electrodes of .phi.4 mm could attain the soundest underwater welded joints which contain no welding imperfection. 2. According to macro-structure, micro-structure and hardness distribution inspectionson underwater welded joint, the area between the HAZ and the surface of the weld in neighbourhood of the bond has the maximum hardness value. The structure of these parts is martensite and bainite. Other parts contain mocro-ferrite, micro-pearlite structure, which contain soundness of welded joint free from weld imperfection. 3. On consideration of both tensile strength of more than 100% joint efficiency and sufficient impact value, the welding condition which can get optimal welding strength is heat input of 1,400-1,500 J/mm, current of 200-215 ampere (voltage of 32-33 volts) in the case of lime titania type electrode. 4. Underwater welding strength (tensile strength, impact strength) depends on heat input (or current) quantitatively and they have the relationship of parabolic function. Each experimental equation has a high reliability and its percent of mean error is 4.14%. 5. It is suggested that the optimal design of weld strength by welding condition (current, heat input) could be utilized for a quality control of underwater welding.