• 수산해양기술연구
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• 제52권4호
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• pp.318-324
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• 2016

Commercial split beam echosounder (ES70) installed on a krill fishing vessel was calibrated in order to utilize it in estimating biomass of Antarctic krill (Euphausia superba). The method of calibration was to analyze the difference between the bottom backscattering strength of the commercial split beam echosounder (i.e. ES70) and the scientific echosounder (i.e. EK60) at one of transects near South Shetland Islands designated by CCAMLR. 38 kHz and 120 kHz were used for the calibration, and krill swarm signal levels obtained from multi frequencies, was examined to verify the calibration result. The analysis result indicated possibility of calibration by bottom backscattering strength, since the proportion of krill swarm signals within 2 dB < $S_{V\;120\;kHz-38\;kHz}$ < 12 dB (i.e. a common $S_{V\;120\;kHz-38\;kHz}$ range of 38 kHz and 120 kHz to be an indicator of Antarctic krill) over the total acoustic signals were 26.95% and 92.04%, respectively before and after the calibration.

• 한국가금학회지
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• 제23권1호
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• pp.39-46
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• 1996

산란계에 대한 오전사료와 오후사료의 별도 급여가 계란의 난각질에 미치는 영향을 조사하고, 난각질 조사항목 상호간의 관계를 조사하기 위해 ISA Brown 갈색산란계 480수를 공시하여 32~36주령과 52~56주령 및 72~76주령에 각각 4주간 사양시험을 실시하였다. 각 산란기별로 처리당 60개씩 모두 1,080개의 계란을 수집하여 난각질을 조사하고 난각질 조사항목 상호간의 관계를 연구한 결과는 다음과 같다. 1. 계란의 비중, 난각 강도, 난각 후도 및 난각 비율등은 모두 오전사료 와 오후사료를 별도급여한 시험구들(T$_1$-T$_{5}$)이 대조구(C)에 비해 향상되었으며(P<0.05), 오후사료의 Ca 수준이 증가할수록 향상되는 경향이었다(P<0.05). 2. 난각질 조사항목간의 상관계수(r)는 0.79~0.90 으로 모두 고도의 유의적인 상관관계가 있었다(P<0.01). 3. 난각질 조사방법간의 관계를 조사하기 위해 단순회귀방정식과 다중회귀방정식을 구하였다.

• 화약ㆍ발파
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• 제38권1호
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• pp.30-37
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• 2020

본 연구에서는 암석의 인장강도를 측정하는 데 터진고리(split ring; SR) 형태의 시편(NX 코어)을 이용하는 굽힘시험법의 적용성을 검토하였다. SR 시험법은 반고리(half ring; HR) 형태의 시편을 이용하는 HR 시험법(Choi et al., 2019)과 개념적으로는 동일하지만 파괴면이 하중방향과 직교하는 특징이 있다. 이 직교성 때문에 SR 시험법은 HR 시험법보다 더 높은 정확성을 발휘할 수 있을 것으로 예상되었다. HR 시편과 마찬가지로 SR 시편은 균일단면을 가진 굽은 각봉이다. 이 특수한 각봉의 이론적 인장강도는 재료강도학의 굽힘이론으로부터 계산할 수 있다. 일련의 LS-DYNA 수치해석을 수행한 결과, 예상대로 인장형 및 압축형 SR 시험법의 강도오차는 1% 및 5%로서 HR 시험법의 오차(12%)에 비해 매우 낮게 나타났다. 두 SR 시험법의 성능을 확인하기 위하여 실내실험을 실시하였다. 비교를 위하여 HR 시험과 Brazilian 시험도 함께 수행하였다. 실험 결과, Brazilian 강도에 대한 인장형 및 압축형 SR 시험의 강도비는 각각 1.2~1.4 및 1.1~1.2로 나타났는데, 이는 통상적인 굽힘시험의 경험치에 비해 너무 작은 수치였다. 결과적으로 SR 시험은 NX 코어로 성형한 암석시편에 대해서는 실용성이 없는 것으로 판단하였다. 반면, HR 시험의 강도비는 선행연구와 본 연구를 통해 1.7~2.0의 범위에 속하여 높은 일관성을 보였다.

• 대한기계학회논문집
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• 제19권6호
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• pp.1479-1489
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• 1995

In this study, tensile strength and modulus were evaluated for a filament wound ring specimen by split disk test and compared with the theoretical values obtained by the rule of mixtures. The circumferentially wound ring specimens were prepared from 4 types of material systems. The results showed that the measured strengths of the composite systems were considerably lower than the theoretical values due to the local bending stresses around the split disk edges. for the measurement of elastic moduli of the filament wound ring specimens, the effect of friction on the strain of the ring must be taken into account. But the effect of friction between the split disk fixture and the ring specimen can be eliminated by averaging the moduli for loading and unloading state with maintaining the same crosshead rates. The measured elastic moduli of ring specimens showed very good agreement with the theoretical values.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2008년도 춘계학술대회 논문집
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• pp.311-314
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• 2008

The volume and size of the wind turbine gearbox has been increased with increasing transmitted power. The optimal sizing of gearbox is important due to limited space on the nacelle. The power-split type planetary gear train has been regarded as a better solution than conventional type from the point of view of the volume and weight. The purpose of this paper is to optimize the volume and weight of the gearbox by the analysis of structural characteristics and evaluation of strength of the power-split type planetary gear train.

• Geomechanics and Engineering
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• 제12권1호
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• pp.85-109
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• 2017

The paper presents the laboratory study of clayey soil stabilized with Pond ash (PA), Rice husk ash (RHA), cement and their combination used as stabilizers to develop and evaluate the performance of clayey soil. The effect of stabilizer types and dosage on fresh and mechanical properties is evaluated through compaction tests, unconfined compressive strength tests (UCS) and Split tensile strength tests (STS) performed on raw and stabilized soil. In addition SEM (scanning electron microscopy) and XRD (X-ray diffraction) tests were carried out on certain samples in order to study the surface morphological characteristics and hydraulic compounds, which were formed. Specimens were cured for 7, 14 and 28 days after which they were tested for unconfined compression tests and split tensile strength tests. The moisture and density curves indicate that addition of RHA and pond ash results in an increase in optimum moisture content (OMC) and decrease in maximum dry density (MDD). The replacement of clay with 40% PA, 10% RHA and 4% cement increased the strength (UCS and STS) of overall mix in comparison to the mixes where PA and RHA were used individually with cement. The improvement of 336% and 303% in UCS and STS respectively has been achieved with reference to clay only. Developed stabilized soil mixtures have shown satisfactory strength and can be used for low-cost construction to build road infrastructures.

• 수산해양기술연구
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• 제48권2호
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• pp.137-146
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• 2012

Black porgy and fat greenling are commercially important fish species due to the continuously increasing demand in Korea. When estimating acoustically the fish length by a fish sizing echo sounder, it is of crucial importance to know the target strength (TS) to length dependence. In relation to these needs, the target strength experiments for live fishes were conducted in an acrylic salt water tank using two split-beam echo sounders operating at 70 and 120kHz. The target strength under well-controlled laboratory conditions was simultaneously measured with the swimming movement by digital video recording (DVR) system and analyzed as a function of fish length (L) and frequency (or wavelength ${\lambda}$). Equations of the form TS-alog (L)+blog (1)+c were derived for their TS-length dependence. The best fit regression of TS on fork length for black porgy was TS=20.62 log (L, m)-0.62 log (${\lambda}$, m)-30.68 ($r^2$=0.77). The best fit regression of TS on fork length for fat greenling was TS=12.06 log (L, m)-5.85 log (${\lambda}$, m)-22.15 ($r^2$=0.44).

• Geomechanics and Engineering
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• 재33권6호
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• pp.611-624
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• 2023

Soil properties make it attractive as a building material due to its mechanical strength, aesthetically appearance, plasticity, and low cost. However, it is frequently necessary to improve and stabilize the soil mechanical properties with binders. Soil-cement is applied for purposes ranging from housing to dams, roads and foundations. Unconfined compression strength (UCS) and split tensile strength (CD) are essential mechanical parameters for ascertaining the aptitude of soil-cement for a given application. However, quantifying these parameters requires specimen preparation, testing, and several weeks. Methodologies that allowed accurate estimation of mechanical parameters in shorter time would represent an important advance in order to ensure shorter deliverable timeline and reduce the amount of laboratory work. In this work, an extensive campaign of UCS and CD tests was carried out in a sandy soil from the Leiria region (Portugal). Then, using the machine learning tool Neural Pattern Recognition of the MATLAB software, a prediction of these two parameters based on six input parameters was made. The results, especially those obtained with resource to a Bayesian regularization-backpropagation algorithm, are frankly positive, with a forecast success percentage over 90% and very low root mean square error (RMSE).

• International Journal of Concrete Structures and Materials
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• 제7권4호
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• pp.287-293
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• 2013

Strength and some durability properties of concrete containing rice husk ash (RHA) predominantly composed of amorphous silica at a specific surface of 235 $m^2/kg$ produced using a charcoal incinerator were determined. The maximum ordinary Portland cement (OPC) replacement with the RHA increased with increase in water/binder (w/b) ratio of the concrete mixes. The results show that 15 % OPC could be substituted by the RHAwithout strength loss at w/b ratio of 0.50. The split tensile strength generally increased with increase in RHA content for the mixes.

• 대한토목학회논문집
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• 제34권5호
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• pp.1505-1516
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• 2014

본 연구에서는 시멘트 고결토 내에 실린더를 내장시킨 다음 유압으로 공시체 내부에서 인장력을 가하여 공시체를 직접 파괴시키는 직접인장시험 방법에 대한 연구를 수행하였다. 또한 기존 아령모양의 공시체를 이용한 직접인장시험과 대표적인 간접인장시험인 쪼갬인장시험을 실시하여 인장시험 방법에 따른 차이를 비교하였다. 인장시험용 공시체는 모래/시멘트비를 3:1 또는 1:1로 제작한 다음 7일 및 28일 동안 대기중 양생하였으며, 동일한 경우에 대해 10개의 공시체를 실험하여 평균값을 비교하였다. 한편 일축압축시험도 실시하여 일축압축강도와 인장강도의 비를 분석하였다. 내장형 실린더를 이용한 직접인장시험으로부터 얻은 인장강도는 아령모양 공시체를 이용한 직접인장시험으로부터 얻은 값보다 다소 높은 인장강도를 보였지만, 아령모양 공시체를 이용한 시험방법은 공시체 제작이 불편하고 시험 중 변곡부에서 파괴되는 경우가 자주 발생하였다. 탄성파괴를 일으키는 콘크리트나 암석에 적용하는 쪼갬인장시험방법으로 부터 얻은 인장강도는 표준편차가 가장 컸을 뿐 아니라, 시멘트 고결토와 같이 강도가 상대적으로 약해 탄소성파괴를 일으키는 재료에는 적용하기 어려웠다.