• 대한기계학회논문집
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• 제15권6호
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• pp.2037-2047
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• 1991

본 연구에서는 재료 결정격자의 기본단위나 결정립의 형상등 가장 기본적인 형태가 6각형이라는 점에 착안하여 취성재료의 파손모델로 부재들의 결손을 이용하는 결손확률모델을 제안하여 부재결손에 따른 각각의 파손 해석모델과 결손확률을 구한다. 그리고 비결손모델에서 구한 기본인장하중을 기초로 하여 해석하고자 하는 하중하에서 각각의 파손해석모델을 모델링하여 유한요소법으로 부재결손에 따른 요소중심에서의 최대주응력을 구하여 이론극한인장강도와의 비와 결손확률로 취성재료의 파손확률을 구한다. 또한 취성정도에 따른 균열길이에 대한 치수 매개변수를 구함으로써 재료강 도 연구에 기초가 되게 한다.

• 한국작물학회지
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• 제54권2호
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• pp.143-158
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• 2009

This experiment was carried out to examine ecological response and soybean quality as affected by environmental cultivation for producing high seed quality in domestic soybean variety. The results are as follows: Under equal cumulative temperature condition, soybean plants grown in Muju showed longer days to flowering, which was an effect of the long day-length on high latitudes, and longer duration of reproductive stage as a result of low temperature within that period. Considering apparent seed quality, 100 seed weight of soybeans grown in Muju was heavier than Miryang. Ratio of seed crack and disease-damaged seeds was lower in Muju, and these parameters decreases as planting was delayed. The protein contents did not show significant difference in terms of altitude and planting date, however, crude oil contents were higher in Miryang. An opposite trend was observed in C18:1 and C18:3. In the fatty acid composition, the proportion of C18:1 decreased as seeding date was delayed, and was higher in Miryang. Opposite observations were obtained from C18:3. The anthocyanin contents were highest on June 10 planting and higher in Muju than in Miryang. Isoflavone content was higher as seeding date was delayed and is similar accross seeding dates in Muju. As a summary, for high seed quality production the optimum planting date was June 10, and Muju was more suitable region than Miryang.

• 한국농공학회지
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• 제31권2호
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• pp.66-81
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• 1989

The characteristics of resilient modulus(Mr) which dominates the life of pavement and the design of pavement were investigated on the test specimens which were cement treated and non-treated of the three different soil types. The results are summarized as follows : 1. The resilient modulus was decreased by increasing the cyclic deviator stress ($\sigma$d) , especially the resilient modulus was gradually decreased or sometimes increased when the value of ad was greater than 0.75- 1. 0kg/cm$^2$. 2. The resilient modulus was increased by increasing the homogeneous confined stress ($\sigma$do) and such phenomena were distinct on the coarse soils. 3. The resilient modulus was increased by increasing the ratio of confined stress(Kc), and this phenomena were eminent on the coarse soils too, and the higher permanent strain was showed by increasing the value of Kc. 4. In the drained cyclic triaxial compression test, the value of ad, Kc, and (Oho) was introduced by the following interrelated equations which were similar to the Mr model of Cole. Kcn/Mr=K1(J$_2$/ $\tau$oct)K2 ............. (coarse soli) Mcn/Mr=K3($\sigma$dp/ $\tau$f)k4 ...............(fine soils) 5. The stress path was not much affected by the value of Mr, however, moisture content, dry desity, and contant of fines affected the value of Mr. 6. In the soil-cement specimens, the resilient compression strain($\varepsilon$d) was decreased by the increment of the $\sigma$ho, and Mr was decreased by increasing the $\sigma$d 7. In the flexible pavement. the cement treated layer should be designed not to fail by the fatigue before the designed traffic load, and actually the pavement could cover the traffic load to a certain extent under the post-crack phase, therefore farther studies on this phenomena' are required in the design analysis. 8. The finite element computer program (ANALYS) was used for displacement analysis of pavement containing the cement-treated layer, The result showed that the program used for this analysis was proved to be usable.

• 한국안전학회지
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• 제29권6호
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• pp.9-14
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• 2014

Recently many efforts and researches have been done to cope with industrial facilities that require a low energy machines due to the gradual depletion of the natural resources. The fiber-reinforced composite materials in general have good properties and have the proper mechanical properties according to the change of the ply sequences and fiber distribution types. However, in the fiber-reinforced composite material, there are several problems, including fiber breaking, peeling, layer lamination, fiber cracking that can not be seen from the metallic material. Particularly, the fracture and delamination are likely to be affected by the thickness of the stacking laminates when the bi-material laminated structure is subjected to a load of the mixed mode. In this study, we investigated the effect of the thickness ratio of the difference in the CFRP/GFRP bi-material laminate composites by measuring the cracking behavior and the AE characteristics in a mixed mode loading, which may be generated in the actual structure. The results show that the thickness of the CFRP becomes more thick, the mode I energy release rate becomes a larger, and also the influence of mode I is greater than that of mode II. In addition, AE amplitude which shows the level of the damage in the structure was obtained the more damage in the CFRP with the thin thickness.

• 열처리공학회지
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• 제27권1호
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• pp.15-22
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• 2014

This study is to investigate the phase changes and cold workability after isothermal transformation at $780^{\circ}C$ by using the high temperature gas nitrided (HTGN) STS 430 ferritic stainless steel specimens. The phase diagram of STS 430 steel obtained by calculation showed that the phase appeared at $1100^{\circ}C$ showed as ${\alpha}+{\gamma}{\rightarrow}{\gamma}{\rightarrow}{\gamma}+Cr_2N{\rightarrow}{\gamma}+Cr_2N+CrN$ with increasing nitrogen concentration. Also, the transformation of ${\gamma}{\rightarrow}Cr_2N$ during heat treatment isothermally at $780^{\circ}C$, nitrogen pearlite with lamellar type was fully formed at the nitrogen permated surface layer for 10 hrs. However, this transformation was not completed for 1 hr, resulting nitrogen pearlite plus martensite. The cold rolled specimen of isothermally transformed at $780^{\circ}C$ for 10 hrs after high temperature gas nitriding decreased the layer thickness of nitrogen pearlite inducing the deformation of hard $Cr_2N$ phase. the dissolution rate of $Cr_2N$ phase increased rapidly with increasing cold rolling ratio. Specimens with the microstructure of nitrogen pearlite (isothermally transformed at $780^{\circ}C$ for 10 hrs) were possible to cold rolling without crack formation. However, the mixed structures of nitrogen pearlite + martensite (isothermally transformed at $780^{\circ}C$ for 1 hr) were impossible to cold deformation without cracking.

• 전력전자학회논문지
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• 제8권4호
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• pp.321-327
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• 2003

연속주조 프로세스는 고온의 액체 용강을 고체 금속으로 만드는 프로세스로서, 스트랜드 구동롤의 역할은 운전자가 설정한 주조 속도 제어 패턴에 따라 정확하게 주편을 인발하는 것이다. 기존의 스트랜드 구동롤의 제어는 주조 속도만을 제어하였으나 전동기 드라이버 세팅의 부정확성 및 변동, 연속적인 주조에 의한 구동롤의 마모 및 변형에 의한 롤 직경의 변경, 주조 중 주편 벌징량의 변동 등의 요인에 의해 주조 중 주편을 인발하는 데 소요되는 전체 인발력이 각 구동롤에 적절하게 분배되지 않아 주편 코너부에 수평 크랙을 발생시켜 주조 속도를 증가하는데 있어서 결정적인 장애요인이었다. 본 논문에서는 스트랜드 구동롤에 인가되는 인발력 분포와 주편 품질과의 상관 관계를 도출하고 주조 중에 연속적으로 인발력을 분배할 수 있는 알고리즘을 제안하였다. 제안한 인발력 분배 알고리즘은 각 구동롤 전동기의 절대적인 토크를 제어하는 것이 아니라, 상위제어기에서 결정한 인발력 분배 비율에 따라 각 구동롤 전동기의 토크분 전류를 상호 비교하여 속도 설정치를 조정함으로써 이루어진다. 그리고 인발력 분배 알고리즘의 동작 확인을 위해 광양제척소 1연주공장 4연주기에 적용하여 양호한 결과를 확인하였다.

• 한국도로학회논문집
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• 제20권2호
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• pp.19-25
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• 2018

PURPOSES : This purpose of this study is to analyze the effect to autogenous shrinkage of the top-layer material of a two-lift concrete pavement mixing both silica fume and polymer powder. METHODS : The bottom-layer of a two-lift concrete pavement was paved with original portland cement (OPC) with a 20~23 cm thickness. Additionally, the top-layer which is directly exposed to the environment and vehicles was paved with a high-performance concrete (HPC) with a 7~10 cm thickness. These types of pavements can achieve a long service life by reducing joint damage and increasing the abrasion and scaling resistance. In order to integrate the different bottom and top layer materials, autogenous shrinkage tests were performed in this study according to the mixing ratio of silica fume and polymer powder, which are the admixture of the top-layer material. RESULTS : Autogenous shrinkage decreased when polymer powder was used in the mix. Contrary to this, autogenous shrinkage tended to rise with increasing silica fume content. However, the effects were not significant when small amounts of polymer powder were used (3% and 11%). CONCLUSIONS : The durability and compressive strength increase when silica fume is used in the mix. The flexural strength considerably increases and autogenous shrinkage of concrete decreases when polymer powder is used in the mix. As seen from above, the proper use of these materials improves not only durability, but also autogenous shrinkage, leading to better shrinkage crack control in the concrete.

• Journal of Welding and Joining
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• 제16권5호
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• pp.134-141
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• 1998

In this study, a fillet size for bending fatigue strength of one side fillet welded T-joint, used in box type girder and other welding structure, was investigated by bending fatigue test with or without edge preparation and burn through, with variation of joint shape. As a result, the following conclusions were obtained. (1) In one side fillet welded T-joint, the larger the leg length, the greater the bending fatigue strength. The increase in bending fatigue strength. (2) One side filet welded T-joint with edge preparation showed higher bending fatigue strength than that with twofold-large leg length and without edge preparation. (3) In one side fillet welded T-joint without edge preparation, both manual welding and automatic welding were carried out with same condition. In this case, automatic welding shoed deeper penetration and more increased horizontal leg length than manual welding, so that automatic welding offers grater bending fatigue strength. (4) For one side fillet welded T-joint without edge preparation, the ratio(h/t) of the leg length (h) and the main plate thickness (t) in which toe crack can occur was 1.2 over. (5) In one side fillet welded T-joint with edge preparation, the burn through led to reduced bending fatigue strength. However, this bending fatigue strength was higher than that of one side fillet welded T-joint without edge preparation and with a larger leg length.

• 콘크리트학회논문집
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• 제21권6호
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• pp.737-744
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• 2009

이 연구에서는 강섬유로 보강된 초고성능 콘크리트(UHPC)의 정적재하 실험을 통하여 UHPC를 적용한 구조 부재의 휨거동 특성을 파악하고자 하였다. 부피비 2%의 강섬유를 혼입하여 철근비가 0.02 이하인 부재의 실험을 통해 주요 휨거동 특성을 파악하였다. 이 연구 결과는 추후 UHPC의 처짐산정 및 휨강도 산정 모델링에 주요한 기초 실험 자료로 활용될 수 있을 것으로 사료된다. 강섬유 보강 UHPC는 균열제어에 효과적이며, 연성지수는 6.29${\sim}$10.44 범위에서 산정되고 있어 우수한 연성거동 특성을 나타낸다. 또한 단부타설 방법으로 제작한 UHPC 보의 휨강도는 중앙타설 방법으로 제작한 UHPC의 휨강도보다 크게 나타나고 있으며, 이는 타설 방법에 의한 강섬유 배열 특성이 휨강도에 영향을 미치고 있음을 나타낸다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.273-276
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• 2008

기존의 콘크리트 구조물은 콘크리트만으로는 부족한 인장력 강화를 위해 철근을 보강근으로 사용하여 구조물을 형성하였으며, 이러한 철근콘크리트 구조물 시스템 내에서 철근은 사용연한이 지날수록 염분 및 습기, 염화물 등 외부환경에 의해 부식된다. 이러한 철근의 부식은 최종적으로 콘크리트 구조물의 성능 저하와 수명 단축을 유발시키는 주요 원인이 된다. 이와 같은 이유로 최근 Fiber Reinforced Polymer(FRP)를 이용하여 철근을 대체할 수 있는 보강근을 개발하고자 하는 연구가 활발히 진행 중이다. FRP 보강근은 철근에 비해 고강도를 발휘할 수 있을 뿐 아니라, 비부식성이기 때문에 기존 철근의 부식 문제를 해결할 수 있는 장점이 있다. 그러나 FRP 보강근은 철근에 비해 낮은 탄성계수와 부착강도로 인해 동일 하중 수준에서 철근 콘크리트보다 균열폭이 커지고 균열이 크게 진행하는 단점을 갖고 있다. 본 연구에서는 FRP 보강근 콘크리트 보와 기존의 철근콘크리트 보에 대한 정적 재하 실험을 통해 보강근의 종류와 보강근의 배치, 보강비 등에 따른 균열 거동과 파괴 모드의 변화를 고찰하였으며, 설계기준식과 측정값과의 비교를 통해 FRP 보강근 콘크리트의 균열평가에 대한 설계기준식의 타당성을 검토하였다.