• 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 Korean Society of Propulsion Engineers Conference
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• 1998.10a
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• pp.21-21
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• 1998

Polyethylene glycol(PEG) 또는 polycaprolactone(PCP)을 예비 중합체로 사용하고 butanetriol trinitrate와 diethylene glycoldinitrate를 가소제로, cyclo-tetramethylene tetranitramine을 주산화제로 사용한 고체 추진제를 제조하여 이들의 기계적 성질을 증진시키기 위한 연구를 하였다. PEG의 일부를 PCP로 대체 시 추진제의 기계적 성질은 증가하며 PCP만 사용시 추진제의 최대 인장 강도는 PEG만 사용시 보다 약 17%, 최대 응력 하에서의 신율은 약 59% 그리고 탄성 계수는 약 9% 증가한다. 그러나 예비 중합체로 PCP만을 사용한 추진제는 4$0^{\circ}C$, 90% 상대 습도하에서 보관시 추진제의 경도 변화 실험에서 6주 후에 경도가 0이 되며, 위의 조건하에서 보관 기간에 따른 PCP 바인더의 부피 팽윤 실험에 의해 초기 부피 팽윤 비와 팽윤비의 변화 속도가 PEG를 혼용한 바인더보다 크므로 PCP 사용시 수분에 대한 안정성은 저하됨을 알 수 있었다.

• Journal of Surface Science and Engineering
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• v.16 no.3
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• pp.108-123
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• 1983

순수 Mo와 Mo-Nb, Mo-Ta($\leq$10 at% Nb. Ta)합금을 1,500-2,06$0^{\circ}C$ 범위에서 탄소의 고용도를 연구하였다. 특수한 침탄방법으로 C2H2를 시편에 침탄한후 열처리하여 부분적으로 석출하거나 완전석출에 관계없는 화학적 분석방법으로 행하였다. 순수 Mo에서 최대탄소 고용도는 logCCmax = 7.02-9,490/T이다. Nb, Ta를 미량첨가하여 탄소의 최대 고용도는 Arrhenius 식을 적용할 수 없다. Nb-, Ta- 농도와 온도에 따라 Mo2C와 Nb-,Ta-를 함유한 여러 가지 탄화물상을 만들거나 $\alpha$고용체와 Mo가 포함된 NbC, TaC와 평형상태를 나타나기 때문이다. 실험온도 범위에서 Nb, Ta를 첨가량을 증가하면 탄화물 내부에 NbC, TaC로 석출된다. 고온에 용해된 a-고용체는 150-200 oK/Min으로 냉각하면 석출물은 결정입계나 결정내부에 나타난다. 순수 Mo에 Nb, Ta를 첨가하여도 경도, 파괴실험에서와 같이 인장강도는 크게 증가하지 않는다.

• Korean Journal of Food Science and Technology
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• v.30 no.6
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• pp.1285-1294
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• 1998

Whey powder, a by-product of milk industry, was utilized to produce biopolymer film with the combination of film matrix supporting material, sodium caseinate. Biopolymer films were prepared from whey powder-sodium caseinate mixtures at several mixing ratios. The effects of pH, plasticizers and cross-linkers on tensile strength (TS) and elongation (E) of films were investigated. The films could be formed by use of whey powder up to 70%. As the whey powder content was increased, TS of the film decreased while E increased. Films containing more than 70% of whey powder could not be formed due to the stickiness of lactose in whey powder. The optimum pH of the film solution was found to be 10. Among the plasticizers tested, sorbitol was found to be the most effective plasticizer while glycerol was inadequate for the film. Tensile strengths of films containing $30{\sim}40%$ whey powder were higher than 10 MPa with relatively high E, when the films were plasticized with 30% (w/w) and 40% sorbitol. TSs of the relatively weak films containing $50{\sim}60%$ whey powders were improved by the addition of small amount of sodium citrate for 30% sorbitol plasticized films, and by the addition of sodium chloride for 40% sorbitol plasticized films. It was concluded that up to 70% of whey powder could be utilized to produce biopolymer films by adding sorbitol and cross linkers at pH 10.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.38 no.2
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• pp.193-202
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• 2018

This paper proposed a crack spacing calculation formulation which is an important parameter for calculating the crack width, that is the main factor for verification of serviceability limit states and durability performance evaluation of reinforced concrete members. The basic equation of average crack spacing is derived by considering the bond characteristics which is the governing equation for the analysis of cracking behavior in reinforced concrete members. In order to consider the effect of the cover thickness and concrete compressive strength, the crack spacing measured in 124 direct tensile tests performed by several researchers was analyzed and each coefficient was proposed. And, correlation analysis was performed from 80 specimen data where the maximum and average crack spacing were simultaneously measured, and a correlation coefficient that can easily predict the maximum crack spacing from the average crack spacing was proposed. The results of the proposed average crack spacing equation and maximum crack spacing correlation were compared with those current design code specification. The comparisons of proposed equations and the Korean design codes show that the proposed formulation for the average crack spacing and the maximum crack spacing improves the accuracy and reliability of prediction compared to the corresponding provisions of the Korean Concrete Structural Design Code and Korean Highway Bridge Design Code (Limit States Design).

• Journal of the Korean Geosynthetics Society
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• v.6 no.1
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• pp.27-32
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• 2007

This paper describes the applicability of geogrid with I-type coupling system, which permits vertical displacement on back fill ground of the reinforced retaining wall and also minimize the damage between block and geogrid. The improvement of coupling method allowed the reduction of approximately 700 mm in the existing geogrid, and as a result, the tensile strength at the coupling joint showed approximately 53% of the maximum tensile strength. It is expected from the laboratory investigations that the coupling strength of geogrid with the combination of in-situ supporting material should be predominant in the field condition.

• Korean Journal of Agricultural Science
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• v.14 no.2
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• pp.345-357
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• 1987

This study was performed to obtain the basic data which can be applied to improve the early strength of concrete. The results obtained were as follows; 1. In case that water reducing-set accelerating agent was added 0.75% of the weight of cement, the weight of water was reducd 10%. And $CaCl_2$ did nearly not have an effect on the w/c ratio. 2. Compressive strength and tensile strength increased 25%, 43%, respectively, in case that $CaCl_2$ was 2.0% of the weight of cement, and showed 120%, 140%, respectively, in case that water reducing-set accelerating agent was 0.75% of the weight of cement. 3. In case of steam curing at $60^{\circ}C$, the strength increased with the ages. At $100^{\circ}C$, the increase of strength in 1 age was two times as compared with plain concrete. After 7ages, the strength was similer to plain concrete. 4. The relationship between compressive strength and tensile strength was linear and was highly significant in cases of plain concrete, $CaCl_2$ concrete, C-W concrete, steam cured concrete, respectively.

• Journal of the Korea Institute of Building Construction
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• v.22 no.1
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• pp.23-34
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• 2022

The purpose of this study is to evaluate the adhesion properties of polymer cement composites for crack repair of an RC structure. Polymer cement composites are manufactured from cement, three types of polymers and silica fume, and the mixture is designed by adjusting the water cement ratio and AE reducing agent so that the viscosity target of the polymer cement composites is 700mPa·s or less. According to the test results, the Type-A adhesion in tension of the polymer cement composite exceeded the adhesion standard of 1.0MPa of the polymer finishing material, and furthermore, depending on the type of polymer, the adhesion in tension was highest for SAE, followed in descending order by EVA, and SBR. In addition, the adhesion in tension of Type-B is up to 1/4.5 lower than that of Type-A, but the incorporation of silica fume shows a significant improvement in terms of adhesion in tension. Based on this study, the basic mixing design of the polymer cement composites required for viscosity and adhesive performance required for crack repair of the RC structure was completed. It could be proposed as an optimal mixing design under conditions for intermixing polymer type EVA, SAE, and P/C 80%-100%.

• Korean Journal of Agricultural Science
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• v.14 no.2
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• pp.373-383
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• 1987

No-fines concrete is concrete from which the fine aggregate fraction has been omitted. The concrete so formed, consisting only of coarse aggregate, cement, and water, has large voids uniformly distributed through its mass. This study was performed to obtain the basic data which can be applied to the use of no-fines concrete. The data was based on the properties of no-fines concrete depending upon various mixing ratios. The results obtained were summarized as follows. 1. Test result of the consistency, suitable water-cement ratio was increased with the increasing of mixing ratio. 2. At the suitable water-cement ratio, the highest strengths were showed. But it gradually was decreased with the increasing of mixing ratio and strengths are considerably lower than that of conventional portland cement concrete. 3. The relations between compressive and tensile strength were highly singnificant as a straight line shaped. The strength ratio was decreased with the increasing of mixing ratio and considerably lower than of conventional portland cement concrete. 4. Bulk density was decreased with the increasing of the mixing ratio, and was similar to that of the conventional portland cement concrete at mixing ratio 1:4. 5. The relations between strength and bulk density were highly significant as a straight line shaped. The decreasing ratio of strengths was higher than that of bulk density.

• Journal of the Korean Magnetics Society
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• v.25 no.4
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• pp.123-128
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• 2015

The iron is an element having a high yield strength, mechanical hardness, good electrical conductivity, and also it has been used in various fields because of ease machining. In bridges have been used tendon made of a steel wire for large loads and light weight. Tension measurement of tendon employed in PreStressed Concrete (PSC) bridge is very important for the bridge safety check. NDT (Non-Destructive Testing) is essential for the safety check, however, magnetic NDT is difficult to apply due to the non-linear magnetization curve and hysteresis loop in the magnetic properties. In this work, for basic study of magnetic NDT application, we have constructed a B-H loop measuring system for 7-strand tendon of which diameter is 15.5 mm, and which can apply tensile stress up to 2.0 GPa. We have measured hysteresis loops of two kinds of tendons under different tensile stress. Amplitude permeability and maximum magnetic induction near knee show the most sensitive and high linearity depends on tensile stress. Relative amplitude permeability was decreased from 500 to 200 and maximum magnetic flux density changed 0.6 T.