• 제목/요약/키워드: Filling coefficient

검색결과 120건 처리시간 0.025초

원호필렛-인벌류트 스퍼어 기어의 밀폐단조에 관한 상계해석 (An Upper-Bound Analysis for Closed-Die Forging of the Involute Spur Gears with Circular Arc Fillet)

  • 최재찬;허관도;김창호;최영
    • 소성∙가공
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    • 제3권1호
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    • pp.97-109
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    • 1994
  • Closed-die forging of the spur gears with circular are fillet has been analyses by using the upper-bound method. A kinematically admissible velocity field has been developed, wherein, the tooth profile consists of the involute curve and the circular arc fillet. In the analysis, the deformation regions have been divided into eight zones. A constant frictional stress has been assumed on the contacting surfaces Utilizing the formulated velocity field, numerical calculations have been carried out to investigate the effects of various parameters, such as module, number of teeth, addendum modification coefficient and friction factor, on the relative forging pressure of spur gears. As the result of numerical calculations, the relative forging pressure does not change so much against the variation of module. On the other hand, the relative forging pressure increases at the final filling stage as the addendum modification coefficient increases.

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TTG블록의 교각국부세굴에 대한 수리모형 성능평가 (Hydraulic Model Test on Local Scour Protecting around Bridge Piers with TTG Blocks)

  • 박현주;지정환
    • 한국방재학회 논문집
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    • 제10권6호
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    • pp.165-174
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    • 2010
  • 블록 TTG를 이용한 교각국부세굴보호공의 적합성과 유효성을 확인하기 위해 수리모형실험을 통해 모형 블록의 조도계수를 확인하고 안전성을 검토하였다. 현장조건을 대표하는 수리학적 조건하에서 개별 블록과 블록을 연결하여 매트화한 경우의 한계 안전중량을 결정하였다. 사석, 돌망태, TTG의 세굴보수공 성능을 비교한 결과 TTG의 안전성이 가장 우수하였다. 하상재료의 유출을 막기 위해 블록의 중간 부분을 적정한 자갈로 채우고, 토목섬유의 설치 여부를 검토하여야 한다.

유수실을 사석으로 채운 유공 케이슨에 대한 반사계수 실험 (Hydraulic Experiments on Reflection Coefficients for Perforated Wall Caisson with Rock Fill)

  • 김영택;이종인
    • 한국해안·해양공학회논문집
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    • 제31권6호
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    • pp.403-408
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    • 2019
  • 일반적으로 유공벽을 갖는 케이슨(유공케이슨)은 직립식 구조물 벽면에 유공부를 설치하여 반사파의 저감, 월파량의 저감 등의 목적으로 사용된다. 본 연구에서는 유공케이슨 유수실을 골재(사석)로 채운 형태의 구조물에 대한 수리특성(반사계수)을 수리모형실험을 통해 검토하였다. 유수실을 사석으로 채운 경우가 유수실이 비어있는 일반적인 형상보다는 반사계수가 크게 나타났으나, 속채움재를 유수실에 설치하여 중량을 확보함으로서 구조물의 안정성을 확보하고, 일정 수준에서 수리특성을 만족할 수 있는 것으로 검토되었다.

Effect of the Pore Structure of Concrete on the Compressive Strength of Concrete and Chloride Ions Diffusivity into the Concrete

  • Kim, Jin-Cheol;Paeng, Woo-Seon;Moon, Han-Young
    • 콘크리트학회논문집
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    • 제15권2호
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    • pp.345-351
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    • 2003
  • The transport characteristics of deleterious ions such as chlorides depend on the pore structures of concrete and are the major factors in the durability of concrete structures in subjected to chloride attack such as in marine environments. In this paper, the effect of the pore structure on compressive strength and chloride diffusivity of concrete was investigated. Six types of concretes were tested. The pore volume of concrete containing mineral admixtures increased in the range of 3∼30nm due to micro filling effect of hydrates of the mineral admixtures. There was a good correlation between the median pore diameter, the pore volume above 50nm and compressive strength of concrete, but there was not a significant correlation between the total pore volume and compressive strength. The relationship between compressive strength and chloride diffusivity were not well correlated, however, pore volume above 50nm were closely related to the chloride diffusion coefficient.

실내 및 현장시험에 의한 제강 슬래그의 투수성 고찰 (Considerations of Permeability of Converter Slag by Laboratory and In-situ Tests)

  • 이문수;이광찬
    • 한국농공학회지
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    • 제43권5호
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    • pp.93-105
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    • 2001
  • The permeability of converter slag, replacing material of sand mat on improving soft clay foundation, was evaluated in the laboratory as well as in situ test. Effects of grain size, flow water time and aging were investigated using sea and fresh water Converter slag which has a grain size less than 10mm were submerged with fresh water and sea water. In fresh water, the coefficients of permeability in samples A and B were measured as 4.50${\times}$10$^{-2}$ cm per second and 1.20${\times}$10$^{-1}$ cm per second, respectively while as 1.88$\times$10$^{-2}$ cm per second and 3.86$\times$10$^{-1}$ cm per second in sea water. The condition of turbulent flow may exit and was experimentally certified based on the relationship of hydraulic gradient and seepage velocity. After 180 days in using sea water, the coefficients of permeability of samples A and B decreased ten times smaller than those initial values, and after that time continually decreased as for till 360 days. Finally, filling with voids in high-calcium quicklime(CaO) may result in the reduction of coefficient of permeability. In-situ coefficient of permeability however was Practically satisfactory.

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Approximate evaluations and simplified analyses of shear- mode piezoelectric modal effective electromechanical coupling

  • Benjeddou, Ayech
    • Advances in aircraft and spacecraft science
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    • 제2권3호
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    • pp.275-302
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    • 2015
  • Theoretical and numerical assessments of approximate evaluations and simplified analyses of piezoelectric structures transverse shear modal effective electromechanical coupling coefficient (EMCC) are presented. Therefore, the latter is first introduced theoretically and its approximate evaluations are reviewed; then, three-dimensional (3D) and simplified two-dimensional (2D) plane-strain (PStrain) and plane-stress (PStress) piezoelectric constitutive behaviors of electroded shear piezoceramic patches are derived and corresponding expected short-circuit (SC) and open-circuit (OC) frequencies and resulting EMCC are discussed; next, using a piezoceramic shear sandwich beam cantilever typical benchmark, a 3D finite element (FE) assessment of different evaluation techniques of the shear modal effective EMCC is conducted, including the equipotential (EP) constraints effect; finally, 2D PStrain and PStress FE modal analyses under SC and OC electric conditions, are conducted and corresponding results (SC/OC frequencies and resulting effective EMCC) are compared to 3D ones. It is found that: (i) physical EP constraints reduce drastically the shear modal effective EMCC; (ii) PStress and PStrain results depend strongly on the filling foam stiffness, rendering inadequate the use of popular equivalent single layer models for the transverse shear-mode sandwich configuration; (iii) in contrary to results of piezoelectric shunted damping and energy harvesting popular single-degree-of-freedom-based models, transverse shear modal effective EMCC values are very small in particular for the first mode which is the common target of these applications.

Use of Pine (Pinus densiflora) Pollen Cones as an Environmentally Friendly Sound-Absorbing Material

  • JANG, Eun-Suk
    • Journal of the Korean Wood Science and Technology
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    • 제50권3호
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    • pp.186-192
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    • 2022
  • This study examined the utility of pine (Pinus densiflora) pollen cones as an environmentally friendly material with sound-absorbing properties. Pine pollen cone samples with widths of 0.8-1.2 cm and lengths of 3.5-4.5 cm were prepared. After filling impedance tubes to heights of 6, 8, 10, or 12 cm with the pine pollen cones, the sound absorption coefficient of the pine pollen cones was investigated. The peak sound absorption frequency of the samples with a thickness of 6 cm was reached at 1,512 Hz; however, this value shifted to 740 Hz in samples with a thickness of 12 cm. Therefore, the sound-absorbing performance of pine pollen cones at low frequencies improved as the material thickness increased. According to KS F 3503 (Korean Standards Association), the sound absorption grade of pine pollen cones ranges from 0.3 to 0.5 M, depending on the material thickness of the pine pollen cones. In conclusion, the pine pollen cones demonstrated good sound absorption properties. They, thus, may be considered an environmentally friendly sound-absorbing material.

보리 출수기와 성숙기의 유전분석 및 내동성과의 관계 (Genetic Analyses of Heading and Maturing Dates and Their Relationship to Freezing Resistance in Barley)

  • 천종은;강석원
    • 한국작물학회지
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    • 제47권6호
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    • pp.395-401
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    • 2002
  • 보리의 조숙 품종을 육성하기 위해서는 조기 출수인자에 단기 등숙성 인자를 도입하는 것이 중요하므로 출수기, 성숙기 및 등숙기간의 유전에 관한 정보를 얻고자 4개 품종(사천6호, 오월보리, 동보리1호, Reno), F$_1$, F$_2$세대의 종자를 포장에 파종, 재배하여 출수기, 성숙기 및 등숙기간을 조사하였다. 1. 출수기는 4월 3일-4월 26일, 성숙기는 5월 15일-5월 27일, 등숙기간은 31일-42일로 교배친 및 F$_1$ 조합간 차이가 현저하였다. 2. 부분 이면교잡에 의한 분산분석 결과, 출수기에 대해서 동보리1호(출수기 늦음)는 우성으로, 오월보리는(출수기 빠름) 열성으로, 출수기 유전은 유전자의 상가적 작용이 큰 부분우성으로 나타났다. 3. 성숙기에 대해서 동보리 1호가 우성으로, 오월보리가 열성으로, 성숙기 유전은 유전자의 상가적 작용 큰 부분우성으로 나타났다. 4. 등숙기간에 대해서 Reno(등숙기간이 짧음)가 우성으로 오월보리(등숙기간이 길음)은 열성으로 유전자의 상가적 작용이 큰 부분우성으로 나타났다. 5. 출수기, 성숙기에 대한 일반조합능력의 분산량은 고도의 유의성이 인정되고, GCA분산이 SCA분산보다 출수기는 10.1-29.5배, 성숙기는 9.9-121배 높아서 유전자의 상가적 작용이 컸으며, 사천6호와 오월보리는 출수와 성숙이 빠른 방향으로, 동보리 1호와 Reno은 늦어지는 방향으로 효과를 보였다. 6. 등숙기간에 대해선 GCA 효과는 F$_1$과 F$_2$ 세대간 유의적 차이가 있었고 GCA/SCA비가 크므로 유전자의 상가적 작용이 현저하였다. 7 포장 출수기, 성숙기는 결빙방지 단백질의 농도, 광합성의 광저해에 대한 내성, 포장 내동성과 고도의 정의 상관을, 등숙기간은 각 형질들과 부의 상관을 보였다. was "glossy and smooth" in all cases and preference about the texture was high. The Doenjang with added P. japonica Powder had a saltier taste and the Doenjang with P. japonica Powder had the least sweet taste. In the flavor and overall Preference, the Doenjang with P. japonica powder was the lowestEX>로 측정되었고, 계사내 지붕의 표면 온도는 최고 $29^{\circ}C$가 측정되었다. 계사 내 표면 온도 및 닭의 표면 온도는 계사내 공기온도의 영향을 많이 받는 것으로 나타났다.ill in a good agreement with those predicted by Rohsenow's formula, which was based on nucleate boiling. For the condenser, the wall temperatures were practically uniform, and the measured values of condensation heat transfer coefficient were 1.7 times higher than the predicted values obtained from Nusselt's film condensation theory on tilted plate. Using those two expressions, a correlation was formulated as a function of heat flux and tilt angle, to determine the total thermal resistance of a tilted thermosyphon.

사각형 탱크 내에서의 2차원 슬로싱에 대한 전산유체 역학적 연구 (Computational Fluid Dynamics Study on Two-Dimensional Sloshing in Rectangular Tank)

  • 곽영균;고성호
    • 대한기계학회논문집B
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    • 제27권8호
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    • pp.1142-1149
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    • 2003
  • The present study describes a numerical analysis for simulation of the sloshing of flows with free-surface which contained in a rectangular tank moving in harmonic or pitching motion. The VOF function, representing the volume fraction of a cell occupied by the fluid, is calculated for each cells, which gives the location of the free-surface filling any some fraction of cells with fluid. The time-dependent changes of free-surface height are used for visualization subject to several conditions such as fluid height, horizontal acceleration, sinusoidal motion, and viscosity. The free-surface heights were used for comparing wall-force, which is caused by sloshing of flows. Damping effects by baffles were extensively investigated for various conditions in terms of baffle shape and position.

가솔린첨가제 MTBE의 인체 및 생태영향 (Effects of Gasoline Additive, Methyl tert-Butyl Ether (MTBE) to Human Health and Ecosystem)

  • 안윤주;이우미
    • Environmental Analysis Health and Toxicology
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    • 제21권2호
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    • pp.93-102
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    • 2006
  • Methyl tert-butyl ether (MTBE), an octane booster that is added to the reformulated gasoline, has been a widespread contaminant in aquatic ecosystem. MTBE is a recalcitrant pollutant having low biodegradability. Due to its higher water solubility and low octanol-water partition coefficient, it can be rapidly transported to the surrounding water environment. Also, MTBE is a known animal carcinogen, and is classified as a possible human carcinogen by U. S. Environmental Protection Agency. The adverse effect of MTBE to aquatic biota was widely reported. In Korea, the recent detection of MTBE in groundwater near gasoline filling stations has drawn concern to public health and ecosystem. To address this concern, the effect of MTBE to human health and ecosystem was discussed in this review. Also, ecotoxicity data of MTBE for fish, invertebrates, and algae were extensively compared to estimate the hazard concentration 5($HC_5$) of MTBE as a screening level.