• Journal of Mechanical Science and Technology
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• 제16권2호
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• pp.192-202
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• 2002

In particle or short-fiber reinforced composites, cracking of the reinforcements is a significant damage mode because the cracked reinforcements lose load carrying capacity. This paper deals with an incremental damage theory of particle or short-fiber reinforced composites. The composite undergoing damage process contains intact and broken reinforcements in a matrix. To describe the load carrying capacity of cracked reinforcement, the average stress of cracked ellipsoidal inhomogeneity in an infinite body as proposed in the previous paper is introduced. An incremental constitutive relation on particle or short-fiber reinforced composites including progressive cracking of the reinforcements is developed based on Eshelby's (1957) equivalent inclusion method and Mori and Tanaka\`s (1973) mean field concept. Influence of the cracking damage on the stress-strain response of composites is demonstrated.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.611-618
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• 2002

In this study the CGS as an injection method by low slump mortar was performed the pilot test to confirm the applicability of this method and the effectiveness of settlement restraint. From the results, there has been concluded the construction control standard such as an institutional diameter, space, depth, injection materials, Infection pressure etc. Also, there has been estimated the ground improvement effectiveness which has resulted from the field investigation and consolidation test etc. From the results, in the adjacent ground the CGS, generally, has been confirmed to in-crease ground strength to improve the consolidation characteristic obtained from the field investigation and consolidation test. Especially, the CGS which performed the larger stiffness to the ground has been concluded that the settlement restraint to the ground complicates the ground effect which Increases the bearing capacity and stress assignment. So, the CGS can be considered as an effective method to increase the bearing capacity as well as the settlement restraint of soft ground.

• Smart Structures and Systems
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• 제30권2호
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• pp.209-219
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• 2022

The determination for bearing capacity of precast nodular piles is conventionally time-consuming and high-cost by using numerous experiments and empirical methods. This study proposes an intelligent method to evaluate the bearing capacity and shaft resistance of the nodular piles with high efficiency based on long short-term memory (LSTM) approach. A series of field tests are first designed to measure the axial force, shaft resistance and displacement of the combined nodular piles under different loadings, in comparison with the single pre-stressed high-strength concrete piles. The test results confirm that the combined nodular piles could provide larger ultimate bearing capacity (more than 100%) than the single pre-stressed high-strength concrete piles. Both the LSTM-based method and empirical methods are used to calculate the shift resistance of the combined nodular piles. The results show that the LSTM-based method has a high-precision estimation on shaft resistance, not only for the ultimate load but also for the working load.

• 한국유기농업학회지
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• 제20권1호
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• pp.71-80
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• 2012

본 실험은 중부 지방에서 Rye(곡우)와 Triticale(신영)의 단, 혼파 실험을 통하여 생산성, 사료가치 및 가축사육능력을 조사하여 중부지방에 적합한 초종을 선별하고자 하였으며, 결과를 요약하면 다음과 같다. 동계 사료작물의 건물수량은 밭토양에서는 R+R이 5.20ton/ha로 가장 많았으나 R, T+R과 유의한 차이는 없었고, 논토양에서는 R+H가 5.20ton/ha로 가장 많았지만 T+H, R과의 유의한 차이는 없었다. 또한 모든 시험구에서 단파구에 대한 혼파구의 상대수량이 1.00보다 높아 혼파효과가 입증되었다. 상대사료가치는 밭토양, 논토양 모두 Triticale 혼파구에서 다른 시험구와 유의한 차이를 보였다. 가축사육능력은 $K_{CP}$와 $K_{TDN}$의 평균값으로 비교해 보았을 때, 밭토양에서는 R+R이 2.75, 논토양에서는 T+H가 2.84로서 가장 높은 값을 보였다. 이상의 결과로 볼 때 중부 지방에서 동계 사료작물 생산에 있어서 가장 적합한 초종은 밭토양에서는 Rye+Red clover 혼파이며, 논토양에서는 Triticale+Hairy vetch 혼파라고 판단된다.

• 한국지반환경공학회 논문집
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• 제6권3호
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• pp.47-54
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• 2005

현재까지 많은 경우 아직도 실무에서의 말뚝 설계는 주로 경험적 지지력공식만을 이용하고 있다. 시공 후 말뚝의 지지력 확인은 품질관리 차원에서 실시하는 동적시험 및 정적시험 등을 통하여 가능하나 이는 시공 중 또는 시공 후에만 가능하다. 지반 조사단계에서 간단한 시험을 통하여 각 지층별로 말뚝의 선단지지력을 예측할 수 있다면 경험식이나 정적공식에 의한 예측보다 신뢰성 있는 말뚝의 설계가 가능할 것이다. 본 연구에서는 지반조사 단계에서 실시 가능한 간단한 막대형 축소모형말뚝에 대한 동적시험으로부터 실제 말뚝 지지층의 선단지지력 예측 시험법을 제시하고 정재하시험과의 비교를 통하여 예측된 선단지지력을 검증하였다. 시험 결과 축소모형말뚝시험과 정재하시험을 통해 예측된 단위극한선단지지력은 유사한 값을 보였으며, N값에 의해 예측된 단위극한선단지지력은 현장시험에 의해 측정된 단위선단극한지지력의 약 50%정도로 N값에 의한 지지력의 예측은 매우 보수적인 설계로 비합리적이며 비경제적인 말뚝설계가 됨을 알 수 있었다.

• The Korean Journal of Ecology
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• 제19권5호
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• pp.453-463
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• 1996

Diurnal changes of microclimatic conditions and tissue water relations were measured at two sites where Carpinus laxiflora and C. cordata were allopatrically distributed. The microclimatic conditions at a site where C. laxiflora was distributed produced severe water stress condition during summer months. Daily maximum temperature reached $30.4^\circC$ and the highest vapor pressure deficit was 1.31 KPa when 13 rainless days were continued. During this period soil water content decreased to below the field capacity even at a depth of 20 cm and xylem pressure potential also decreased to ­2.04 MPa. However, turgor potential was maintained more than 0.4 MPa. Patterns of stomatal conductance were changed with evaporative demand and soil water availability. On the other hand, microclimatic conditions at a site where C. cordata was distributed were moderate water strees condition compared with those at a site C. laxiflora was distributed. Though soil water content was maintained above field capacity C. cordata showed a remarkable decrease in turgor potential and stomatal conductance throughout the experiment. These results indicate that there is a difference in habitat characteristics between the two species and C. laxiflora is more resistant than C. cordata to water stress.

• 수산해양기술연구
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• 제52권1호
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• pp.9-16
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• 2016

This study was conducted to analyze fishing capacity and bycatch by mesh size and entrance size of spring net pot conducted by water tank and field experiment. The water tank experiments were conducted by using traps with mesh size of 22 mm and entrance size of 120 mm and 140 mm, respectively in the water tank of NIFS. The field experiment was conducted using 5 kinds of spring net pot with mesh sizes of 20 mm, 22 mm, 35 mm and entrance size of 120 mm, 130 mm, 140 mm, 360 mm by coastal trap fishery vessel operating around the area of Geoje island. In the result of water tank experiments, the catch of conger eel was 1.5 times higher when using trap with entrance size of 140 mm than that of 120 mm. In the field experiment, when using same mesh size, the larger the entrance size, the higher amount of conger eel catch, bycatch and number of bycatch species. When using the same entrance size, the larger the mesh size, the lower amount of conger eel catch and number of bycatch species, whereas the amount of bycatch showed increasing trend.

• 한국작물학회지
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• 제27권2호
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• pp.175-181
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• 1982

사양토에서 인삼생육의 최적 토양 함수량 구명키 위해 토양함수량별 지상하부, 생식생장, 광합성 등을 조사한 바 그 결과는 다음과 같다. 1. 근건물중 및 동직경은 62%(절대수분 13.9%)가 가장 양호하였다. 2. 엽면적, 엽건물중은 62%(절대수분 13.9%)가 가장 양호하였으며 개체당 개화수, 결실율, 종자생산량도 같은 경향이었다. 3. 단위 면적당 광합성량은 토양 함수량이 많을수록 증가하였으나 개체당 광합성량은 62%가 가장 양호하였다. 4. 증산량은 토양함수량과 비례하였으나 기공의 밀도는 반비례하였다.

• Journal of Biosystems Engineering
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• 제30권3호
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• pp.141-146
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• 2005

Worldwide consumption of vegetable soybean has been increasing recently, but, in the process of vegetable soybean production threshing and seperation work accounts for about $80\%$ of overall labor. Therefore, developing of the vegetable soybean thresher is necessary to reduce the cost of labor. The main objective of this study is to develop the vegetable soybean thresher which is suitable for domestic circumstances. The threshing and separating performance, operating cost, and field capacity of developed vegetable soybean thresher are investigated and analysed. The results are as follows. The effective field capacity of the developed vegetable soybean thresher was shown as 4.8hr/10a, and reduced as much as 11.7 times compared with human labor. The ratio of unthreshed soybean-pod to stem after threshing work was shown as $1.5\%$ and the damaged pod ratio of detached soybean was shown as $1.8\%$. The cost of human labor was shown as 2,560,000 won/ha, but the operating of the developed vegetable soybean thresher was shown as 503,000won/ha. If the vegetable soybean thresher would be used in our farm, the minimum cultivation area appeard to be 22.7a for the cost effective management.

• Structural Engineering and Mechanics
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• 제73권5호
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• pp.515-527
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• 2020

This paper presents a stress field approach for the shear capacity of stirrup-reinforced concrete beams that explicitly incorporates the contribution of principal tensile stresses in concrete. This formulation represents an extension of the variable strut inclination method adopted in the Eurocode 2. In this model, the stress fields in web concrete consist of principal compressive stresses inclined at an angle θ combined with principal tensile stresses oriented along a direction orthogonal to the former (the latter being typically neglected in other formulations). Three different failure mechanisms are identified, from which the strut inclination angle and the corresponding shear strength are determined through equilibrium principles and the static theorem of limit analysis, similar to the EC-2 approach. It is demonstrated that incorporating the contribution of principal tensile stresses of concrete slightly increases the ultimate inclination angle of the compression struts as well as the shear capacity of reinforced concrete beams. The proposed stress field approach improves the prediction of the shear strength in comparison with the Eurocode 2 model, in terms of both accuracy (mean) and precision (CoV), as demonstrated by a broad comparison with more than 200 published experimental results from the literature.