• Journal of Magnetics
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• 제22권1호
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• pp.133-140
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• 2017

Split magnetic fluid sealing is a combination of magnetic fluid rotary and plane sealing. Using the theory of equivalent magnetic circuit design as basis, the author theorized the pressure resistance performance of magnetic fluid plane sealing. To determine the pressure resistance of magnetic fluid plane sealing, the author adopted the method of finite element analysis to calculate the magnetic field intensity in the gap between plane sealing structures. The author also analyzed the effect of different sealing gaps, as well as different ratios between the sealing gap and tooth and solt width, on the sealing performance of split magnetic fluid. Results showed that the wider the sealing gap, the lower the sealing performance. Tooth width strongly affects sealing performance; the sealing performance is best when the ratio between tooth width and sealing gap is 2, whereas the sealing performance is poor when the ratio is over 8. The sealing performance is best when the ratio between the solt width and sealing gap is 4, indicating a slight effect on sealing performance when the ratio between the solt width and sealing gap is higher. Theoretical analysis and simulation results provide reference for the performance evaluation of different sealing equipment and estimation of critical pressure at interface failure.

• Steel and Composite Structures
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• 제45권6호
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• pp.819-830
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• 2022

This paper presented an experimental study of the bond-slip behavior of reactive powder concrete (RPC)-filled square steel tube. A total of 18 short composite specimens were designed forstatic push-out test, and information on their failure patterns, load-slip behavior and bond strength was presented. The effects of width-to-thickness ratio, height-to-width ratio and the compressive strength of RPC on the bond behavior were discussed. The experimental results show that:(1) the push-out specimens remain intact and no visible local buckling appears on the steel tube, and the interfacial scratches are even more pronounced at the internal steel tube of loading end; (2) the bond load-slip curves with different width-to-thickness ratios can be divided into two types, and the main difference is whether the curves have a drop in load with increasing slip; (3) the bond strength decreases with the increase of the width-to-thickness ratio and height-width ratio, while the influence of RPC strength is not consistent; (4) the slippage has no definite correlation with bond strength and the influence of designed parameters on slippage is not evident. On the basis of the above analysis, the expressions of interface friction stress and mechanical interaction stress are determined by neglecting chemical adhesive force, and the calculation model of bond strength for RPC filled in square steel tube specimens is proposed. The theoretical results agree well with the experimental data.

• Geomechanics and Engineering
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• 제2권1호
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• pp.29-44
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• 2010

Vertical vibration tests were conducted using model footings of different size and mass resting on the surface of finite sand layer with different height to width ratios which was underlain by either rigid concrete base, under both dry and saturated condition. The effect of saturation on the damping ratio of finite sand stratum underlain by a rigid base has been verified and compared with the results obtained for the case of finite dry sand stratum underlain by the rigid base. Comparison of results of the experimental study showed that the damping in both the cases is less than 10%. The damping ratio obtained for finite saturated sand stratum is marginally lower than that obtained on finite dry sand stratum at H/B ratio of 0.5. The difference between the two cases becomes significant when the H/B ratio increases to 3.0, indicating the significant influence of soil moisture on damping ratio of foundation- soil system with increase in the thickness of the finite sand stratum. Comparison of the predicted damping ratio for a homogeneous sand stratum with the experimental damping ratio obtained corresponding to the height to width ratio of 3.0 of the finite sand stratum underlain by the rigid concrete base indicates a significant reduction in damping ratio of the foundation-soil system for both the cases.

• Journal of international Conference on Electrical Machines and Systems
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• 제3권1호
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• pp.40-47
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• 2014

Sinusoidal back-EMF waveform of vernier Permanent Magnet (PM) machines is analyzed in this paper. An analytical expression of Electromotive Force (EMF) of electric machines including vernier machines is developed to analyze EMF harmonics, and the effect of vernier PM machine pole ratio, the ratio of number of rotor poles to stator poles, on the EMF waveform. Moreover, this paper represents several Finite Element Analysis (FEA) models to verify the analysis based on the proposed expression, and the effect of tooth width ratio, which is the ratio of tooth width to tooth pitch, on back-EMF of vernier PM machines, and optimal tooth width ratio is obtained and verified by FEA. Finally, this paper makes comparisons between EMF waveform of vernier PM machines and that of traditional PM machines from the point of view of analytical EMF expression.

• 한국전산구조공학회논문집
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• 제23권4호
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• pp.343-351
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• 2010

도로교설계기준(건설교통부, 2005)에 따르면 바닥판 경간비(B/L)가 0.5이하인 박스거더교에서는 상부플랜지의 전폭이 휨 압축응력 또는 축압축응력에 대하여 유효한 것으로 볼 수 있다. 그러나 세그먼트 자중 등에 의한 휨모멘트와 케이블 수직압축력에 의한 합성응력이 발생되고 바닥판 경간비가 변하는 사장교의 시공단계에서는 전단지연의 영향범위가 다를 수 있다. 이 연구에서는 1면 케이블 콘크리트 박스 사장교를 대상으로 시공단계시 보강형에 고려되어야 할 합성응력에 의한 유효플랜 지폭을 분석하였다. 그 결과 바닥판 경간비가 0.38이하의 범위에서 보강형의 전폭을 유효플랜지폭으로 적용할 수 있는 것으로 해석되었다. 즉, 1면 케이블 박스 사장교의 경우 전단지연을 고려하여 할 범위가 박스거더교보다 커야할 것으로 분석되었다. 따라서 시공단계시 변화되는 바닥판 경간비의 크기에 관계없이 전폭을 유효플랜지폭으로 반영하는 실무관행은 안전측 설계가 되지 못할 수 가 있다. 또한 시공단계시 선단부를 제외한 영역의 합성응력에 대한 검토는 바닥판 경간비가 크게 나타나는 초기 시공단계에서는 단경간 구조계로 보고 산정한 유효플랜지폭을 적용할 경우 안전측 설계가 된다. 그러나 바닥판 경간비가 작아짐에 따라서는 전폭과 캔틸레버 구조계로 유효플랜지폭을 결정하는 것이 타당한 것으로 분석되었다.

• 생명과학회지
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• 제14권5호
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• pp.821-828
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• 2004

엽면적과 엽장 및 엽폭은 식물의 광합성 효율과 관련이 있다. 단위 엽면적당 광합성율을 증가는 콩에서 종실 수량을 증가시킨다 따라서 본 연구는 큰올콩과 신팔달콩 및 익산10호를 각각 교배하여 얻은 두 집단이 잎의 엽장과 엽폭 및 장폭비를 확인할 수 있는 SSR 마커를 선발하기 위하여 실시하였다. 잎의 장폭비는 두 집단에서 엽폭과 유의적인 부의 상관을 보였다. 엽장은 큰올콩/신팔달롱 조합에서 연관군 DIb+W와 L에서 두개의 작은 양적 형 질 유전자좌 (QTL)를 탐색하였으며, 큰올콩/익산10호 조합에서는 연관군 1와 L에서 두개 의 양적 형 질 유전자좌가 관련하였다. 엽폭은 큰올콩/신팔달콩 조합에서 2개, 큰올콩/익산10호 조합에서 3개의 양적형질 유전자좌가 관련하였으며 이들은 각각 전체 형질 변이의 13% 및 18.04%를 설명할 수 있었다. 장폭비는 큰올콩/신팔달콩 조합에서 연관군 I와 L에서 2개, 큰올콩/익산10호 조합에서 연관군 Cl과 E 및 L에서 3개의 양적형질 유전자좌가 관련하였다.

• 대한토목학회논문집
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• 제37권3호
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• pp.521-529
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• 2017

본 연구에서는 합성형교와는 다른 전단연결 상세를 가지는 콘크리트 비충전 강합성 바닥판의 유효폭을 수치적으로 분석하였다. 유효폭 산정 방법 및 위치, 작용하중 크기, 메인 베아링 바 간격-지간장비에 따른 콘크리트 비충전 강합성 바닥판의 유효폭을 평가하였다. 분석 결과 응력 형태를 사다리꼴로 이상화하여 유효폭을 산출하여도 실제 유효폭과 거의 동일한 것으로 분석되었다. 또한, 전단 강도 증가를 위해 적용된 전단홀 관통 철근이 유효폭을 증가 시키는 역할을 하는 것으로 나타났다. 메인 베아링 바 간격-지간장비에 따른 유효폭 분석 결과로부터 콘크리트 비충전강합성 바닥판의 유효폭비를 산출 할 수 있는 보정 계수를 제안하였다.

• Maxillofacial Plastic and Reconstructive Surgery
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• 제18권2호
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• pp.217-223
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• 1996

In order to evaluate the changes before and after secondary operations in the patients with cleft lip objectively using full face photographs, the author analyzed results of improvement on nasal width and mouth width and asymmetry of nostril. 1. The ration of asymmetry of thenostril is changed from average 1.24 preoperatively to average 1.08 postoperaively : 61.2% is improved postoperatively. 2. The ratio of nasal width compared with intermedial canthal distance is changed from average 1.15 preoperatively to average 1.10 postoperatively : 3.8% is reduced posteroperatively. 3. The ratio of mouth width compared with intermedial canthal distance is changed from average 1.08 preoperatively to average 1.03 postoperathvely : 4.1% is reduced posteroperatively.

• 대한인간공학회지
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• 제6권2호
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• pp.9-18
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• 1987

The purpose of this study was to find the optimal stroke width-to-height ratio of the Korean character (Hangeul) which yields the greatest reading distance. In this study, black characters on a white background were used under 200 lux conditions in-doors, with the stroke width-to-height ratios ranging from a very thin 1:125 to heavier 1: 8.3. The criterion was the average reading distance at which three subjects (male university students) having normal visual acuity (1.2) could read the characters. Using the data obtained from the experi- ment, we analyzed the relationship between stroke width-to-height ratio and reading distance. In the case of the black characters on a white background, the greatest reading distances occurred with a range from 1:11.4 to 1:17.9.

• Tribology and Lubricants
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• 제20권2호
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• pp.68-76
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• 2004

Applying a general Galerkin FE lubrication analysis method to spiral groove dry gas seals, this study intends to analyze in detail the effects of groove design parameters, such as a spiral angle, groove width ratio, groove radius ratio, groove depth ratio, and groove taper ratio, on the lubrication performances of an opening force, leakage, axial stiffness and damping, and angular stiffness and damping at low and high rotating speeds: 3,600 and 15,000 nm. Results show that, for the primary design consideration performances such as the opening force and axial and angular stiffnesses, a spiral angle of $25^{\circ}$, a groove width ratio of 0.46, a groove radius ratio of 1.1, a groove depth ratio of 1.0, and a groove taper ratio of 0.0 are preferred. Where the recommended relatively low values of groove depth and taper ratios are to keep the axial and angular dampings positive or higher than 0 particularly at the high rotating speed.