• Proceedings of the KIEE Conference
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• 2011.07a
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• pp.564-565
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• 2011

본 연구는 154 kV, 345 kV급 초고압 케이블의 수직구간 활락 안전성에 대한 평가를 진행하였다. 안전성에 대한 평가는 유한요소해석법을 이용하여 진행하였으며, 당사에서 제작한 케이블 및 클리트에 대하여 케이블의 자중과 발열에 따른 제품 내부의 응력과 케이블의 변형량에 초점을 맞추어 비교 분석하였다. 해석 결과, 하중 및 발열에 대해 재료의 인장강도 측면에서 충분한 안전율을 가지고 있는 것으로 나타났으며, 변위 해석 또한 최대 변위 발생부가 최대 응력 발생부와 관계없는 케이블 끝단에서 나타나는 것으로 볼 때, 재료 건전성 측면에서 안전한 것으로 해석되었다. 본 연구는 향후 경사지나 수직구간의 포설 설계시 해석적 방법으로 포설 안전성을 확보하는데 기여할 수 있을 것으로 사료된다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.869-872
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• 2008

Recently, the effects of high temperature on compressive strength, elastic modulus and strain at peak stress of high strength concrete were experimentally investigated. The present study is aimed to study the effect of elevated temperatures ranging from 20 to $700^{\circ}C$ on the material mechanical properties of high-strength concrete of 40, 60, 80MPa grade. In this study, the types of test were the stressed test and stressed residual test that the specimens are subjected to a 25% of ultimate compressive strength at room temperature and sustained during heating and when target temperature is reached, the specimens are loaded to failure. Or specimens are loaded to failure after 24hour cooling time. tests were conducted at various temperatures ($20{\sim}700^{\circ}C$) for concretes made with W/B ratios 46%, 32% and 25%. Test results showed that the relative values of compressive strength and elastic modulus decreased with increasing compressive strength grade of specimen.

• Journal of the Korean GEO-environmental Society
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• v.20 no.5
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• pp.47-55
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• 2019

This study aims to provide basic data for soil packaging differing in accordance with the strength characteristics of mixed soil, using E.S.B. (Eco Soil Binder), an eco-friendly hardening agent, based on the type of soil. The soil used in this study is weathered granite soil readily collected in and around Korea, and is classified into SW, SP and SC according to soil classification systems. The test piece for the unconfined compressive strength test has dimensions of 50 mm in diameter and 100 mm in height, with the mix ratio of E.S.B. proportional to the weight of mixed soil changed from 5% to 10%, 15%, 20%, 25%, and 30%, where compactness of 90% and 100% were applied according to each condition to analyze the unconfined compressive strength characteristics at material ages of 3, 7, and 28 days. Also, the ratio of soil packaging standard strength and unconfined compressive strength was calculated to determine the optimal E.S.B. mix ratio, whereby the field applicability of the unconfined compressive strength using the estimation equation of ACI209R was evaluated.

• The korean journal of orthodontics
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• v.39 no.6
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• pp.393-401
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• 2009

Objective: The purpose of this study was to compare the shear bond strength (SBS) of brackets and microleakage of a tooth-adhesive-bracket complex bonded with a direct and an indirect bonding technique after thermocycling. Methods: Fifty non-carious human premolars were divided into two equal groups. In the direct bonding group a light-cured adhesive and a primer (Transbond XT) was used. In the indirect-bonding group, a light-cured adhesive (Transbond XT) and chemical-cured primer (Sondhi Rapid Set) were used. After polymerization, the teeth were kept in distilled water for 24 hours and thereafter subjected to thermal cycling (500 cycles). For the microleakage evaluation, 10 teeth from each group were further sealed with nail varnish, stained with 0.5% basic fuchsin for 24 hours, and examined under a stereomicroscope. Fifteen teeth from each group were used for SBS testing with the universal testing machine and adhesive remnant index (ARI) evaluation. Data were analyzed using the Mann-Whitney U test, Chi-square test, and Fisher's exact test. Results: There were no statistical differences on SBS and microleakage between the two bonding techniques. The indirect bonding group had a significantly lower ARI score. Bracket failures were obtained between enamel-resin interfaces. Conclusions: The type of bonding technique did not significantly affect the amount of microleakage and SBS.

• Proceedings of the KWS Conference
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• 2009.11a
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• pp.67-67
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• 2009

알루미늄 합금 재질은 무게의 경량화와 기계적강도가 우수하며 다른 비철금속에 비하여 값이 저렴한 장점이 있다. 현재 산업현장에서 활용하는 가장 흔한 접합법으로 TIG, RSW 등과 같은 용융 용접법을 현재는 많이 사용 하고 있지만 열전도도가 높아 열 확산이 빠르고, 이에 따라 모재의 팽창이 일어나 열변형을 유발하며, 산화피막은 그 내부에 함유된 결정수가 아크용접 중 분해되어 수소를 방출함으로 기공이 발생하여 부도체로 저항용접시 전도성을 방해하는 등의 문제를 발생시킨다. 또한 철에 비해 4배정도 큰 전기전도율에 따라 저항용접시 대전류를 사용해야 하는 등의 문제점이 발생하고 있다. 이와 같은 알루미늄 합금의 용융용접 과정에서 발생하는 단점을 극복하는 기술로 고상접합 방법인 마찰교반용접법(Friction Stir Welding)이 활용되고 있다. FSW는 1991년 영국의 TWI에서 개발된 최신 용접법으로 모재를 용융점 아래에서 고상용접시키는 방법으로 용융에 따른 열변형과 흄가스(hume gas)와 스패터(spatter)를 억제시켜 주는 친환경적인 용접법이다. 이러한 마찰교반용접의 기술은 그동안 특허에 따른 로열티가 산업현장에서 사용하는데 문제가 되었으나 특허보호 기간인 20년이 1년정도의 기간밖에 남지 않은 상황에서 그 사용은 날로 증가하리라 본다. 이러한 마찰교반용접부의 결함을 평가하는 방법에는 UT, RT 등이 활용되고 있으나 얇은 박판에서의 결함검출은 용이하지 않다. 이리한 문제점을 해결하기위하여 초음파 가진을 이용한 적외선 열화상 검출 기법을 이용하여 마찰교반용접부의 결함 검출 가능성을 연구하였다. 20kHz의 주파수를 400Watt로 가진시켜 겹치기(lap joint) 마찰교반용접이된 A6061-T6의 용접부에 초음파를 입사하였을 때 발생하는 열을 적외선 열화상 카메라를 이용하여 측정함으로써 마찰교반겹치기 용접부의 결함 검출에 활용하였다. 용접부에 초음파를 입사하였을 때 부분적으로 온도차이가 발생하였고, 그에 따른 열화상을 검출 할 수 있었다. 이러한 열화상과 실제 시험편의 용접부의 강도를 평가하기 위하여 인장시험을 하였다. 그 결과 초음파 적외선 열화상 검출에서 발열부위가 나타난 부분이 인장시험에서 낮은 인장강도를 보였다.

• Composites Research
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• v.19 no.4
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• pp.15-22
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• 2006

One of the primary factors limiting the application of composite-metal adhesively bonded joints in structural design is the lack of a good evaluation tool for the interfacial strength to predict the load bearing capacity of boned joints. In this paper composite-steel adhesion strength is evaluated in terms of stress intensity factor and fracture toughness of the interface corner. The load bearing capacity of double lap joints, fabricated by co-cured bonding of composite-steel adherends has been determined using fracture mechanical analysis. Bi-material interface comer stress singularity and its order are presented. Finally stress intensities and fracture toughness of the wedge shape bi-material interface corner are determined. Double lap joint failure locus and its mixed mode crack propagation criterion on $K_1-K_{11}$ plane have been developed by tension tests with different bond lengths.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.35 no.1
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• pp.39-48
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• 2015

Reinforced concrete (RC) structures strengthened with FRP materials would cause the loss of the reinforcing effect and the sudden failure of the structure due to the debonding of FRP. The debonding fracture strength of the FRP-strengthened concrete structures has been evaluated using the same strength method as applied in RC structures based on the debonding strain of FRP. However, the values of the FRP debonding strain are different according to design guidelines. Thus, this study carried out an experimental study on RC beams reinforced with GFRP and evaluated the debonding fracture strength of the strengthened beams from each design guideline. Since the debonding failure occurs prior to reaching the ultimate value of concrete compressive strain, this study accounts for the nonlinear stress distribution of concrete. This study also proposed equations that can evaluate the debonding strength of GFRP-strengthened RC beams with similar safety to the ultimate flexural strength of non-strengthened RC beams.

• Journal of the Society of Disaster Information
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• v.14 no.1
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• pp.79-88
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• 2018

In this study, the changes of the expansion and strength according to the temperature of the emergency repairing expansion material were examined by cup foaming test and uniaxial compressive strength test, and the accelerated compression creep test was carried out to confirm the long term stability. Ramp & Hold test and accelerated compressive creep test were performed to evaluate the creep performance. The short - term creep test was used to determine the initial creep strain of the expanding material. The isothermal method using time - To evaluate the long - term compressive creep performance.

• The korean journal of orthodontics
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• v.36 no.6
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• pp.451-464
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• 2006

The purpose of this study was to search for an appropriate method of coating $TiO_2$ on orthodontic appliances. $TiO_2$ thin films were deposited on orthodontic wires and brackets using sol-gel, CVD (Chemical Vapor Deposition) and PE-CVD (Plasma Enhanced-CVD) methods. The roughness of $TiO_2$-coated surfaces was investigated via scanning electron microscope (SEM) and adhesive strength of $TiO_2$ thin films was measured by adhesive tape pull test. Methylene blue degradation test was carried out to evaluate the photocatalytic activity of $TiO_2$ and the corrosion resistance of $TiO_2$ thin films against fluoride solution was also analyzed by observing the surfaces of $TiO_2$-coated wires and brackets via SEM after immersion in sodium fluoride solution. Through the comparison of properties and photocatalytic activity of $TiO_2$ thin films according to the coating methods, the following results were obtained. Smoother surfaces of $TiO_2$ thin films were generated by CVD or PE-CVD methods than through the sol-gel method or the control. Adhesive strength of the $TiO_2$ thin films was highest in PE-CVD and gradually became lower in the order of CVD, then the sol-gel method. Photocatalytic activity of $TiO_2$ thin films on methylene blue was the highest in PE-CVD and gradually became lower in the order of CVD, then the sol-gel method. Corrosion resistance of $TiO_2$ thin films against fluoride solution was stronger in CVD and PE-CVD methods than in the sol-gel method. The results of this study suggest that the CVD or PE-CVD methods is more appropriate than the sol-gel method for $TiO_2$ coating on orthodontic wires and brackets.

• Journal of Korean Tunnelling and Underground Space Association
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• v.24 no.5
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• pp.375-393
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• 2022

This study was deal with blow-out and buoyancy stability evaluation method for slurry shield TBM. When applying a slurry shield TBM for the construction of a shallow tunnel under river or sea, the stability of slurry blow-out and segment lining buoyancy should be evaluated. However, there is a problem in that the currently applied theoretical formula is somewhat complicated, making it inconvenient to calculate in practice. In this study, some simple charts were proposed to easily evaluate the stability of slurry blow-out and segment lining buoyancy. In addition, the buoyancy safety factor of segment lining using the strength reduction method was evaluated and compared with the buoyancy safety factor based on the theoretical formula. The buoyancy safety factor by the theoretical formula was evaluated to be rather small, and it was confirmed that it was on the safe side. The simplified charts for the evaluation of slurry blow-out and buoyancy stability presented in this study are expected to be usefully utilized in the planning and design of undersea tunnels.