• 대한소아치과학회지
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• 제29권3호
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• pp.362-370
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• 2002

최근 20년간 다양한 종류의 심미 수복재가 개발되었고, 특히 지난 5년 동안에는 그 수에 있어서 극적인 증가추세를 보였다. 최근 들어, ormocer라는 새로운 종류의 광중합형 수복재료가 소개되었는데, 화학 분야에서는 이미 오래 전부터 알려져 있던 성분으로, 광학렌즈 등의 표면경화제로 이용되어 오다가 최근 치과용 수복재에 도입되었다. 'Ormocer' 란 'Organically Modified Ceramics'의 약자로 'Ormosils' (Organically Modified Silicates)로도 알려져 있다. 그러나, 이 새로운 수복재에 대한 연구는 아직 미흡한 실정이다. 본 연구에서는 서로 다른 계통의 광중합형 수복재들(Z-100, Surefil, Tetric Ceram, Dyract AP)과 ormocer(Admira)를 압축강도와 굴곡강도 측면에서 비교 평가하고, 구강내 환경과 유사한 조건에서 수분흡수가 그 물성에 미치는 영향을 평가할 목적으로 시도되어 다음과 같은 결과를 얻었다. 1. 1일 후에 측정한 Admira의 압축강도는 Surefil보다는 낮았으나, 다른 재료들과는 유의한 차이를 나타내지 않았다(p>0.05). 2. 1일 후에 측정한 Admira의 굴곡강도는 다른 4종의 재료에 비해서 낮았다(p<0.05). 2일부터는 3종의 복합레진에 비해서 낮았다(p<0.05). 3. 실험기간(30일) 중 hybrid composite resin군(Z-100, Tetric Ceram)과 packable resin(Surefil)군 간에는 압축강도와 굴곡강도에서 유의한 차이가 없었다(p>0.05). 4. 실험에 사용된 5종의 수복재 모두 압축강도와 굴곡강도가 2일까지 증가하다가 7일부터 감소하였다(p<0.05). 5. 각 재료의 시간에 따른 압축강도와 굴곡강도의 변화양상은 통계적으로 유사하였다(p>0.05).

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.227-232
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• 2002

This paper describes a calculation of an average crack spacing and the maximum crack width for the high-strength concrete tensile and flexural members. Based on the uniform bond stress distribution of the average steel and concrete strains over the transfer length, the crack spacing and the crack width are proposed to utilize influence of the concrete strength and the cover thickness. This analytical results presented in this paper indicate that the proposed equations can be more effectively estimated the maximum crack width and the average crack spacing of the reinforced concrete flexural and tensile members.

• Journal of Mechanical Science and Technology
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• 제16권9호
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• pp.1093-1101
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• 2002

Continuous fiber ceramic composites (CFCCs) have advantages over monolithic ceramics : Silicon Nitride composites are not well used for application because of their low fracture toughness and fracture strength, but CFCCs exhibit increased toughness for damage tolerance, and relatively high stiffness in spite of low specific weight. Thus it is important to characterize the fracture resistance and properties of new CFCCs materials. Tensile and flexural tests were carried out for mechanical properties and the fracture resistance behavior of a SCS6 fiber reinforced Si$_3$N$_4$ matrix CFCC was evaluated. The results indicated that CFCC composite exhibit a rising R curve behavior in flexural test. The fracture toughness was about 4.8 MPa$.$m$\^$1/2 , which resulted in a higher value of the fracture toughness because of fiber bridging. Mechanical properties as like the elastic modulus, proportional limit and the ultimate strength in a flexural test are greater than those in a tensile test. Also a numerical modeling of failure process was accomplished for a flexural test. This numerical results provided a good simulation of the cumulative fracture process of the fiber and matrix in CFCCs.

• Structural Engineering and Mechanics
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• 제38권4호
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• pp.459-477
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• 2011

Due to the low elastic modulus of FRP, concrete members reinforced with FRP rebars show greater deflections than members reinforced with steel rebars. Deflection is one of the important factors to consider the serviceability of horizontal members. In this study flexural test of AFRP reinforced concrete beams was performed considering reinforcement ratio and compressive strength as parameters. The test results indicated that flexural capacity and stiffness increase in proportion to the reinforcement ratio. The test results were compared with existing proposed equations for the effective moment of inertia including ACI 440. The most of the proposed equations were found to over-estimate the effective moment of inertia while the equation proposed by Bischoff and Scanlon (2007) most accurately predicted the values obtained through actual testing.

• Advances in concrete construction
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• 제10권5호
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• pp.431-441
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• 2020

For the purpose of improving the properties of UHPC as well as the economic efficiency in production of the material, Availability of river sands as fine aggregate instead of micro silica sand were investigated. Four different sizes of river sands were considered. Using river sand instead of micro silica sand increased the flowability, and decreased the yield stress and plastic viscosity in rheological properties, and the effect was higher with larger particle size of river sand. It was demonstrated by analyses based on the packing density. In the results of compressive strength and elastic modulus, even though river sand was not as good as micro silica sand, it could provide high strength of over 170 MPa and elastic modulus greater than 40 GPa. The difference in compressive strength depending on the size of river sand was explained with the concept of maximum paste thickness based on the packing density of aggregate. The flexural performance with river sand also presented relatively lower resistance than micro silica sand, and the reduction was greater with larger particle size of river sand. The flexural performance was proven to be also influenced by the difference in the fiber orientation distribution due to the size of river sand.

• 한국세라믹학회지
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• 제34권7호
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• pp.781-789
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• 1997

Pressure sintered SiC specimens were joined using MgO-Al2O3-SiO2 (MAS) glass which has a thermal expansion coefficient similar to that of SiC. MAS melt showed excellent behavior of wetting on the SiC substrate over 148$0^{\circ}C$, and the wettability was much influenced by the joining atmosphere. The joining was conducted at 150$0^{\circ}C$ for 30 min in Ar atmosphere. The flexural strength of the joined specimen shows 342~380 MPa up to 80$0^{\circ}C$, which is almost the same as that of as-recieved SiC specimen. However, the flexural strength of the joined specimen decreased to about 80 MPa at 90$0^{\circ}C$ due to softening of the glass melt. The analyses od XRD and WDS show that the reaction between the SiC specimen and the MAS melt produces the oxycarbide glass, which had a high strength and a good stability at high temperatures.

• 한국세라믹학회지
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• 제33권9호
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• pp.1003-1011
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• 1996

Hydroxyapatite powder was synthesized by a citrate method, . Char-like precursor composed of Ca8(HPO4)2(PO4)4.5H2O (OCP) and CaCo3 was found via viscous resin-like intermediate by heating the mixed aqueous solution of Ca(NO3)2.4H2O(NH4)2HPO4 and citric acid. Resulted powder was transformed into hydroxyapatite phase by firing over 120$0^{\circ}C$-135$0^{\circ}C$ for 4 hr using the powder calcined at 90$0^{\circ}C$ for 10 hr composed of mostly single hydroxyapatite phase. The sintered densities increased with firing temperature up to 130$0^{\circ}C$ but the highest relative density was about 94% of theoritical value. indicating the presence of closed pores. The maximum 96 MPa of flexural strength was obtained at 120$0^{\circ}C$ firing but the flexural strength showed lower values over the above sintering condition. Vitro test was performed by immersing of two jointed specimens in SBF for seven days and adhesion was observed between two specimens.

• Steel and Composite Structures
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• 제42권4호
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• pp.447-458
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• 2022

Cold-formed steel (CFS) sections are thin-walled, therefore, more susceptible to different types of geometric imperfections. Global type of geometric imperfections has a significant impact on the load-carrying capacity of flexural members. This paper reports an experimental study that discusses the influence of global imperfections on the flexural response of CFS built-up I-beams composed of two lipped channels, with simply supported ends, under four-point loading. Global imperfections of magnitude over eight times the maximum permissible ones were induced in the specimens, leading to their distress. Using various simple stiffening schemes, the capacity and stiffness of the distressed specimens were improvised. The performance comparisons were made based on the maximum loads resisted, flexural stiffnesses offered, and failure modes experienced by the specimens. As experimental data on such distressed specimens are currently lacking in the literature, the test results of the present study will provide the necessary data needed by future researchers to numerically extend this study further, which will help in the development of necessary design guidelines for the same. The stiffening schemes significantly improved the structural efficiency of distressed specimens in terms of strength and stiffness, by over 60%. As a result, an effective and time-saving solution to such realistic structural engineering problems is given.

• 한국구조물진단유지관리공학회 논문집
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• 제9권4호
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• pp.119-126
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• 2005

본 연구의 목적은 풍하중 또는 지진하중 작용시 면외거동을 하는 구조물의 안전성을 확보하기 위하여 비보강 콘크리트 조적조 벽체의 휨인장강도를 평가 분석하는 것이다. 비보강 콘크리트 조적조 벽체의 휨인장강도는 실물 크기의 시험체에 대한 총 327개의 결과를 이용하였으며, 각각의 경우에 대한 휨인장강도의 통계값을 얻었다. 휨인장강도는 콘크리트 조적조 형태, 모르터 형태 및 등급, 인장응력 방향에 따라 13개 그룹으로 분류하였으며, 각각에 대한 평균휨인장강도와 변동계수를 구하였다. 휨인장강도를 구하기 위하여 벽체에 적용된 하중은 균일분포하중 및 집중하중 형태이며, 벽체가 균열될 때의 최대하중을 측정하여 휨응력공식으로 극한휨인장강도가 계산되었다. 평균휨인장강도는 콘크리트 조적조의 형태, 모르터의 형태 및 등급 등에 따라 1,564 kPa~363 kPa 범위로 분포한다. 이에 비하여 국내의 콘크리트블록 조적조 구조기준에서 허용휨인장응력은 모르터 등급 및 인장응력방향에 따라 294 kPa~74 kPa로 낮은 값을 고시하고 있다. 본 연구에서 평가 분석한 휨인장강도값은 국내 구조기준에서 고시한 값 보다 약 5배 정도 큰 값이므로 국내의 기준값은 상향 조정되어야할 것이다. 본 연 구에서 도출한 휨인장강도값을 토대로 국내에서 비보강 콘크리트 조적조 구조물에 적용할 수 있는 허용기준치를 모르터 등급 및 인장응력방향에 따라 추후 세부적으로 설정할 수 있을 것이다.

• Architectural research
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• 제7권1호
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• pp.39-48
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• 2005

Main objective of this research is to evaluate performance of high-strength concrete (HSC) columns for ductility and strength. Eight one-third scale columns with compressive strength of 69 MPa were subjected to a constant axial load corresponding to 30 % of the column axial load capacity and a cyclic horizontal load-inducing reversed bending moment. The variables studied in this research are the volumetric ratio of transverse reinforcement (${\rho}_s=1.58$, 2.25 %), tie configuration (Type H, Type C and Type D) and tie yield strength ($f_{yh}=549$ and 779 MPa). Test results show that the flexural strength of every column exceeds the calculated flexural capacity based on the equivalent concrete stress block used in the current design code. Columns with 42 % higher amounts of transverse reinforcement than that required by seismic provisions of ACI 318-02 showed ductile behaviour, showing a displacement ductility factor (${\mu}_{{\Delta}u}$) of 3.69 to 4.85, and a curvature ductility factor (${\mu}_{{\varphi}u}$) of over 10.0. With an axial load of 30 % of the axial load capacity, it is recommended that the yield strength of transverse reinforcement be held equal to or below 549 MPa.