• 한국지진공학회논문집
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• 제16권5호
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• pp.41-53
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• 2012

국내외 교량의 내진성능 평가관련 연구들을 조사, 분석한 결과 국내에서 휨 거동 교각의 내진성능에 대한 연구는 상당히 이루어졌으나, 국내에 상당수 분포하는 것으로 분석된 휨-전단 교각에 대해서는 연구실적이 부족한 것으로 파악되었다. 따라서, 이 연구에서는 휨-전단 복합거동이 예측되는 형상비 2.67과 전단거동이 예측되는 형상비 2.25의 실물크기 실험체 및 형상비 2.67의 축소모형 실험체를 제작하여 준정적 내진성능 실험을 실시하였으 며, 주철근의 겹침이음과, 형상비 변화에 따른 파괴거동을 조사 및 분석하였다. 실험결과 휨-전단거동이 예상되는 형상비 부근의 교각은 형상비와 철근상세 변화에 따라 파괴거동 특성이 휨-전단 파괴에서 전단 파괴 또는 휨 파괴, 그리고 주철근 부착파괴로 변하는 것을 확인할 수 있었다. 이와 같은 실험결과들로부터 비내진 원형 철근콘크리트 교각에 대한 항복변위 및 극한변위 산정식을 제안하여 실험을 실시하지 않고도 실제 비내진 교각의 내진성능을 파악할 수 있도록 하였으며, 이는 추후 비내진으로 분류되는 실제 교량의 내진성능 조사 및 보수보강에 큰 도움이 될 것으로 판단된다.

• Journal of Oral Medicine and Pain
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• 제30권2호
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• pp.269-276
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• 2005

재래의 고속핸드피스 bur를 이용한 와동 형성시 레진 접착력과 레이저를 사용한 와동형성시 접착력을 비교하여 레이저의 임상적용 여부를 평가하는 것이 본 연구의 목적이다. 총 96개 치아 표본의 법랑질 협면과 상아질 mid-coronal 부에 Er:YAG laser를 사용하여 조사하였다. 사전에 산부식을 시킨 군(48개)과 부식시키지 않은 군(48개)으로 구별하고 각각 flowable 접착시스템(Metafil Flo)과 자가중합 시스템(Clearfil FII New Bond)를 레진에 접착시켰다. 37$^{\circ}C$ 증류수에서 24시간동안 보관한 후 미세 결합강도(micro-tensile shear strength)를 만능시험기(universal testing machine)로 측정하여 다음과 같은 결과를 얻었다. 1. 법랑질과 상아질 모두 산부식 전처리를 한 경우에 산처리를 하지 않은 경우보다 결합강도가 높았고, 레이저 처리 표본에서도 마찬가지여서 레이저만으로 처리하는 것보다는 산부식 처리를 하는 것이 강도면에서 유리한 것으로 나타났다. 2. 법랑질의 경우 레이저 처치한 경우가 bur로 삭제한 경우보다 두 레진군 모두에서 결합강도가 낮았으나(P<0.05), 상아질의 경우에는 flowable 레진군에서는 두 군 간의 차이가 없었다. 3. 레이저 처치군내에서 상아질의 경우, 광중합 flowable 레진의 결합강도가 자가중합형 레진의 강도보다 높았으나, 법랑질에서는 차이가 없었다. 따라서 레이저를 활용하여 와동을 형성하는 것은 상아질까지 확대된 와동의 경우에 법랑질에 국한된 경우보다 결합강도면에서 유리하며, flowable레진을 사용하는 것이 자가중합형 레진보다 유리한 것으로 판단되었다.

• 대한치과교정학회지
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• 제41권1호
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• pp.51-58
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• 2011

Objective: To evaluate the shear bond strength (SBS), fracture mode, wire pull out (WPO) resistance and microleakage between low-shrinking and conventional composites used as a lingual retainer adhesive. Methods: A total of 120 human mandibular incisor teeth, extracted for periodontal reasons, were collected. Sixty of them were separated into two groups. To determine the SBS, either Transbond-LR (3M-Unitek) or Silorane (3M-Espe) was applied to the lingual surface of the teeth by packing the material into standard cylindrical plastic matrices (Ultradent) to simulate the lingual retainer bonding area. To test WPO resistance, 20 samples were prepared for each composite where the wire was embedded in the composite materialand cured. Then tensile stress was applied until failure of the composite occurred. The remaining 60 teeth were divided into two groups and multi-stranded 0.0215-inch diameter wire was bonded with the same composites. Microleakage was evaluated by the dye penetration method. Statistical analyses were performed by Wilcoxon, Pearson chi-square, and Mann-Whitney-U tests at p < 0.05 level. Results: The SBS and WPO results were not statistically significant between the two groups. Significant differences were found between the groups in terms of fracture mode (p < 0.001). Greater percentages of the fractures showed mix type failure (85%) for Silorane and adhesive (60%) for Transbond-LR. Microleakage values were lower in low-shrinking composite than the control and this difference was found to be statistically significant (p < 0.001). Conclusions: Low-shrinking composite produced sufficient SBS, WPO and microleakage values on the etched enamel surfaces, when used as a lingual retainer composite.

• 대한치과기공학회지
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• 제36권3호
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• pp.171-177
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• 2014

Purpose: The dental medicine has been preparing the custom-made service to meet the requirements of the aged society, while the average span of human life is growing more and more, and the full denture is a representative of them. It is causing great concern in these atmosphere of society, and demands for it are expected to increase. The full denture is a uniform combination of denture base and artificial teeth using polymerization, and is most influenced by change of physical properties of denture base and bonding strength with artificial teeth. Methods: In this study, the samples were made of composite resin combined with occlusion surface of artificial teeth undergone mechanically surface treatment to evaluate the bonding strength of composite resin for repairing artificial teeth. The resin teeth used in this study are 3 types artificial teeth. And 3 types of composite resins are used that are various polymerization resin. The shear strength of composite resins made in various polymerization ways to resin teeth was measured to evaluate bonding strength of artificial teeth to each composite resins. Results: Surface hardness's results on Trubyte Biotone(74.58Hv), Biotone IPN(70.06Hv), Endura Posterio (64.48Hv). Results of bonding strength of artificial teeth to composite resins on ES samples(8.73Mpa), IF(4.37Mpa) and IZ(3.84Mpa). Conclusion: 1. The Trubyte Biotone(74.58Hv) was first, followed by Biotone IPN(70.06Hv), and Endura Posterio(64.48Hv) in surface hardness's results of worn sides using hardness test. 2. The ES samples(8.73Mpa) showed significant differences with IF(4.37Mpa) and IZ(3.84Mpa) (p<0.05), but not other samples(p>0.05) in results of bonding strength of artificial teeth to composite resins.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.1038-1045
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• 2006

The Green Wall is highest eco-system among a segmental retaining wall systems. Recently, the demand of high segmental retaining wall (SRW) is increased in domestic. The soil nailing system is applied in order to maintain the high SRW stability for steeper slope. However, the proper design approach that can consider the earth pressure reduction effects in soil nailing system has not been proposed. This study was performed to introduce the design case by 'Two-Body Translation mechanism' to be able to consider distribution of earth pressure in the soil nailing when designing the green wall using soil nailing system. Also, this study attempts to evaluate the earth pressure change when advanced soil nailing system is constructed using $FLAC^{2D}$ ver. 3.30 program and 'Two-Body Translation mechanism'. Also in this study, various parametric studies using numerical methods as shear strength reduction (SSR) technique and limit equilibrium technique were carried out. In the parametric study, the length ratio and the bond ratio of the soil nailing were changed to identify the earth pressure reduction effect of the retaining wall reinforced by soil nailing.

• 한국강구조학회 논문집
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• 제16권5호통권72호
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• pp.575-586
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• 2004

본 논문은 새롭게 개발된 춤이 깊은 데크 플레이트(이하 Deep Deck) 및 비대칭 H형강 하부플랜지에 플레이트를 용접한 비대칭 철골보로 구성된 매립형(슬림플로어) 합성보의 웨브면에 개구부를 가진 유공 합성보의 휨성능에 관한 실험적 연구이다. 실험은 철골보 춤(250mm, 300mm), 개구부의 위치 및 가력조건에 따라 5개의 유공 합성보에 대한 단순지지 휨실험 수행하였다. 실험결과, 매립형 유공합성보는 전단연결재를 사용하지 않고도 콘크리트의 면내 부착력에 의해 충분한 합성작용을 하는 것으로 나타났고, 개구부 주변이 콘크리트에 의해 구속되어 개구부의 보강없이 충분한 구조적 성능을 발휘할 수 있음을 확인하였다.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2005년도 춘계학술발표대회 개요집
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• pp.54-56
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• 2005

Ultrasonic soldering using of Si-wafer to FR-4 PCB atroom temperature was investigated. Sn3.5Ag foil rolled $100{\mu}m$ was used for solder. The UBM of Si-die was Cu/ Ni/ Al from top to bottom and its thickness was $0.4{\mu}m$, $0.4{\mu}m$, $0.3{\mu}m$ respectively. Pad on FR-4 PCB comprised of Au/ Ni/ Cu from top to bottom and its thickness was $0.05{\mu}m$, $5{\mu}m$, $18{\mu}m$ respectively. The ultrasonic soldering time was changed from 0.5sec to 3.0sec and its power 1400W. As experimental result, reliable bond joint by ultrasonic at room temperature was obtained. The shear strength increased with soldering time up to 2.5 sec. That means at 2.5sec, the shear strength showed maximum rate of 65.23N. The strength decreased to 33.90N at 3.0 sec because the cracks generated along the intermetallic compound between Si-wafer and Sn-3.5mass%Ag solder. intermetallic compound produced by ultrasonic between the solder and the Si-die was $(Cu, Ni)_{6}Sn_{5}$ and the intermetallic compound between solder and pad on FR-4 was $(Ni, Cu)_{3}Sn_{4}$.

• 보존과학회지
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• 제31권2호
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• pp.115-123
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• 2015

본 연구는 옻과 아교를 배합한 천연 접착제의 투명성을 높이기 위해 옻에서 추출한 우루시올과 아교를 배합하여 천연 접착제를 제조하고 물성 및 접착특성을 파악하였다. 우루시올과 아교를 배합한 천연 접착제는 아교의 배합비율이 증가할수록 아교 단백질과 관련된 N-H 피크들이 생성되고 강도가 증가하는데 반해 우루시올의 메틸렌 결합과 연관된 C-H 피크는 줄어들어 아교의 IR spectra와 유사해지는 경향을 나타냈다. 배합에서 아교의 비율이 증가할수록 색이 밝고 투명해지며 경화 과정 중에도 검게 산화하지 않아 투명성을 높이는 동시에 하루 이내에 건조하며 옻과 아교를 배합한 천연 접착제의 특성은 유지하였다. 배합비율에 따라 Cemedine C부터 에폭시 수지까지 다양한 범위의 점도와 접착 강도를 나타내며 그 중 토기를 피착재로 한 실험에서 우루시올과 아교를 6:4로 배합한 시료가 밝고 투명한 색을 가지는 동시에 Araldite AY103-1/HY956과 유사한 강도를 보여 토기 유물에 적용 가능한 천연 접착제로서의 가능성이 기대된다.

• Journal of Welding and Joining
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• 제34권6호
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• pp.28-34
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• 2016

Galvannealed(GA) steels are now generally used in car body manufacturing for corrosion resistance. In this study, the weldability and joint mechanical behavior of a newly developed 1.2GPa grade GA ultra high strength TRIP(transformation induced plasticity) steel was investigated for three joining processes, such as adhesive bonding, resistance spot welding and weldbonding. Under both shear and peel stress conditions, the failure mode of the adhesive joints were the mixture of the adhesive cohesive failure, adhesive interface failure and coating layer failure. It means that the adhesion strength of GA coating onto the base metal was similar to that of adhesive bonding onto the GA coating. Under the shear stress condition, the weldbonding exerted to expand the optimal spot welding condition of 1.2GPa GA TRIP steel because the strength of adhesive bond overwhelmed that of the resistance spot weld. Under the peel stress condition, the weldbonding also exerted to expand the optimal spot welding condition of 1.2GPa GA TRIP steel by inducing the tear fracture mode rather than the partial plug fracture mode.

• Structural Engineering and Mechanics
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• 제75권6호
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• pp.643-657
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• 2020

This study presents experimental and numerical investigations on circular steel tube confined ultra high performance concrete (UHPC) columns under axial compression. The plain UHPC without fibers was designed to achieve a compressive strength ranged between 150 MPa and 200 MPa. Test results revealed that loading on only the UHPC core can generate a significant confinement effect for the UHPC core, thus leading to an increase in both strength and ductility of columns, and restricting the inherent brittleness of unconfined UHPC. All tested columns failed by shear plane failure of the UHPC core, this causes a softening stage in the axial load versus axial strain curves. In addition, an increase in the steel tube thickness or the confinement index was found to increase the strength and ductility enhancement and to reduce the magnitude of the loss of load capacity. Besides, steel tube with higher yield strength can improve the post-peak behavior. Based on the test results, the load contribution of the steel tube and the concrete core to the total load was examined. It was found that no significant confinement effect can be developed before the peak load, while the ductility of post-peak stage is mainly affected by the degree of the confinement effect. A finite element model (FEM) was also constructed in ABAQUS software to validate the test results. The effect of bond strength between the steel tube and the UHPC core was also investigated through the change of friction coefficient in FEM. Furthermore, the mechanism of circular steel tube confined UHPC columns was examined using the established FEM. Based on the results of FEM, the confining pressures along the height of each modeled column were shown. Furthermore, the interaction between the steel tube and the UHPC core was displayed through the slip length and shear stresses between two surfaces of two materials.