• Title/Summary/Keyword: Bar parameters

검색결과 558건 처리시간 0.03초

대용변수를 이용한 $\bar{X}$ 관리도의 경제적 설계 (Economic Design of $\bar{X}$ Control Chart Using a Surrogate Variable)

  • 이태훈;이재훈;이민구;이주호
    • 품질경영학회지
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    • 제37권2호
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    • pp.46-57
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    • 2009
  • The traditional approach to economic design of control charts is based on the assumption that a process is monitored using a performance variable. However, various types of automatic test equipments recently introduced as a part of factory automation usually measure surrogate variables instead of performance variables that are costly to measure. In this article we propose a model for economic design of a control chart which uses a surrogate variable that is highly correlated with the performance variable. The optimum values of the design parameters are determined by maximizing the total average income per cycle time. Numerical studies are performed to compare the proposed $\bar{X}$ control charts with the traditional model using the examples in Panagos et al. (1985).

용탕압출법에 의한 Al-Cu 합금 선재의 제조에 관한 연구 (A Study on Fabrication of Al-Cu alloy bar by Melt-extrusion Process)

  • 주대헌;이병수;김명호
    • 한국주조공학회지
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    • 제24권6호
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    • pp.331-339
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    • 2004
  • Melt-extrusion process, a metallic melt poured and solidified up to semisolid state in the container can be directly extruded through the die exit to form a product of bar shape without other intermediate processes. In this study, the fabrication characteristics of the process were evaluated with various process parameters, such as preheating temperature of extrusion dies, extrusion temperature and extrusion ratio. AI-Cu alloys were successfully extruded after squeezing out of liquid during melt-extrusion with smaller force compared to the solid extrusion. Soundly AI-Cu alloy bar was fabricated at the preheating temperature of $500{\sim}520^{\circ}C$. The range of extrusion temperature for soundly melt-extruded AI-Cu alloy bar was increased with increasing extrusion ratio. Mechanical properties of melt-extruded AI-Cu alloy bars were found change with Cu content of the melt-extruded bars due to the occurrence of segregation. The various extrusion temperature yielded equiaxed structure with a grains size about 200 ${\mu}m$.

Elastic flexural and torsional buckling behavior of pre-twisted bar under axial load

  • Chen, Chang Hong;Yao, Yao;Huang, Ying
    • Structural Engineering and Mechanics
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    • 제49권2호
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    • pp.273-283
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    • 2014
  • According to deformation features of pre-twisted bar, its elastic bending and torsion buckling equation is developed in the paper. The equation indicates that the bending buckling deformations in two main bending directions are coupled with each other, bending and twist buckling deformations are coupled with each other as well. However, for pre-twisted bar with dual-axis symmetry cross-section, bending buckling deformations are independent to the twist buckling deformation. The research indicates that the elastic torsion buckling load is not related to the pre-twisted angle, and equals to the torsion buckling load of the straight bar. Finite element analysis to pre-twisted bar with different pre-twisted angle is performed, the prediction shows that the assumption of a plane elastic bending buckling deformation curve proposed in previous literature (Shadnam and Abbasnia 2002) may not be accurate, and the curve deviates more from a plane with increasing of the pre-twisting angle. Finally, the parameters analysis is carried out to obtain the relationships between elastic bending buckling critical capacity, the effect of different pre-twisted angles and bending rigidity ratios are studied. The numerical results show that the existence of the pre-twisted angle leads to "resistance" effect of the stronger axis on buckling deformation, and enhances the elastic bending buckling critical capacity. It is noted that the "resistance" is getting stronger and the elastic buckling capacity is higher as the cross section bending rigidity ratio increases.

고장력 인장봉으로 보강된 RC 보의 휨 거동에 관한 실험적 연구(3) (An Experimental Study on Flexural Behavior of RC Beams Strengthened with Hi-Strength Bars(3))

  • 신경재;김윤정;문정호
    • 콘크리트학회논문집
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    • 제19권3호
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    • pp.351-358
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    • 2007
  • 현재 상용되고 있는 강판 보강법이나 탄소섬유 시트 부착 보강법과는 달리, 고장력 인장봉을 이용한 외부 비부착 방식의 보강법은 설치가 간단하고 시공 시간이 짧은 등의 장점이 있다. 또한 외부 비부착 보강법은 콘크리트 표면처리가 필요 없고 에폭시 등의 접착제를 사용하지 않아 환경에 미치는 영향도 적다. 지난 연구에 이어 본 연구에서는 보강된 RC보에 관한 총 9개의 실대형 시험체를 변수별로 제작하여 여러 변수가 실제 구조물에 미치는 영향을 검토하였다. 시험체의 주요 변수는 보강재의 크기와 전단 보강근의 간격, 지지 조건이다. 본 논문에서는 보강된 RC 보의 구조적 거동을 무보강 시험체와 비교하여 기술하였다. 실험 결과 고장력 인장봉으로 보강된 RC보는 무보강 시험체와 비교하여 강도와 휨 성능에서 탁월한 효과를 나타내었으며 전단 보강근이 과소 배근된 시험체에서도 고장력 인장봉에 의한 전단 내력 효과를 보였다.

광섬유 센서의 보링 바 삽입에 의한 진동측정 (The Vibration Measurement of Boring Process by Using the Optical Fiber Sensor at inside of Boring Bar)

  • 송두상;홍준희;곽양양
    • 한국정밀공학회지
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    • 제28권6호
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    • pp.709-715
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    • 2011
  • Chattering in cutting operations are usually a cumbersome part of the manufacturing process in mechanical. Particular, machining performance such as that of the boring process is limited by cutting condition at the movable components. Among various sources of chatter vibration, detrimental point in cutting condition is found a mechanical condition on overhang. It limits cutting speed, depth, surface roughness and tool wear failure as result because the all properties are varying with the metal removal process. In this case, we have to observe the resonance frequencies of a boring bar for continuous cutting. In the established research, boring bar vibration of cutting system has been measured with the aid of accelerometer. However, the inherent parameters of internal turning operations are severely limit for the real time monitoring on accelerometers. At this point, this paper is proposed other method for real time monitoring during continuous cutting with optical fiber at the inside of boring bar. This method has been used a plastic fiber in the special jig on boring bar by based on experimental modal analysis. In this study, improvement of monitoring system on continuous internal cutting was attempted using optical fiber sensor of inside type because usually chattering is investigated experimentally measuring the variation in chip thickness. It is demonstrated that the optical fiber sensor is possibility to measure of chattering with real time in boring process.

Flexural behaviour of reinforced low-strength concrete beams strengthened with CFRP plates

  • Boukhezar, Mohcene;Samai, Mohamed Laid;Mesbah, Habib Abdelhak;Houari, Hacene
    • Structural Engineering and Mechanics
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    • 제47권6호
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    • pp.819-838
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    • 2013
  • This paper summarises the results of an experimental study to investigate the flexural behaviour of reinforced concrete beams strengthened using carbon-fibre reinforced polymer (CFRP) laminate in four-point bending. The experimental parameters included are the reinforcing bar ratio ${\rho}_s$ and preload level. Four bar ratios were selected (${\rho}_s=0.13$ to 0.86%), representing the section of two longitudinal tensile reinforcements, with diameters of 8, 14, 16, and 20 mm in order to reveal the effect of bar ratio on failure load and failure mode. Eight beams that could be considered "full-scale" in size, measuring 200 mm in width, 400 mm in total height and 2300 mm in length, were tested. Three beams were selected with different bar ratios (${\rho}_1$, ${\rho}_2$, ${\rho}_3$), and considered as control specimens (without ), while three other beams identical to the control beams with the same CFRP laminates ratio and a seventh beam with ${\rho}_{min}$ (the lowest bar ratio) were also used. In the second part of the study, two beams with the bar ratio ${\rho}_2$ were preloaded at two levels, 50 and 100% of their ultimate loads, and then repaired. This experimental investigation was consolidated using an analytical model. The experimental and analytical results indicate that the flexional capacity and stiffness of strengthened and repaired beams using CFRP laminate were increased compared to those of control beams, and the behaviour of repaired beams was nearly similar to the undamaged and strengthened beams; unlike the ductility of strengthened beams, which was greatly reduced compared to the control.

FRP 보강근을 사용한 콘크리트 보의 콘크리트 전단강도 (Concrete Shear Strength of FRP Reinforced Concrete Beam)

  • 조재민;장희석;김명식;김충호
    • 대한토목학회논문집
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    • 제29권3A호
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    • pp.259-266
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    • 2009
  • 본 연구에서는 전단보강이 없는 FRP 보강근을 사용한 콘크리트 보의 제작 및 파괴실험을 통하여 FRP bar와 철근의 탄성계수비, 휨보강근비 및 전단지간비의 영향을 동시에 고려하여 콘크리트 전단강도를 평가할 수 있는 수식을 제안하였다. 실험변수로서 2종류의 FRP bar, 3종류의 전단지간비 및 3종류의 휨보강근비를 사용하였으며, 총 36개의 FRP 보강근을 사용한 콘크리트 보를 제작하고 4점 휨 실험을 수행하였다. 전단지간비의 영향을 상세히 분석하기 위하여 앞서 연구된 2종류의 전단지간비에 대한 실험결과를 인용하였다. 실험자료들을 회귀분석하여 콘크리트 전단강도 계산에 필요한 전단강도보정계수를 구하는 수식을 제안하였다. 제안된 수식의 검증을 하기 위하여 여러 문헌으로부터 조사된 31개의 실험결과에 대하여 본 연구의 제안식과 다른 연구자들이 제안한 수식들을 함께 적용하여 비교 분석하였다. 그 결과, 본 연구에서 제안된 수식은 실험결과에 가장 근접하는 결과를 주는 것을 알 수 있었다.

Stellar Parameters of M dwarfs determined by the long wavelength optical part spectra

  • 강원석;이상각
    • 천문학회보
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    • 제36권2호
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    • pp.153.1-153.1
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    • 2011
  • For the stars cooler than the Sun, it is difficult to determine the stellar parameters and chemical abundances because of the strong molecular lines in the optical region. Therefore the NIR high-resolution spectra, such as those obtained by IGRINS would be a solution to determine the stellar parameters for late-type stars, such as M dwarfs. As using the NIR high-resolution spectra, we are expecting that it would be more reliable to compare observed spectra with synthetic spectra for the stellar parameters. In order to confirm the method by using high-resolution spectra in NIR band, it should be cross-checked against the stellar parameters from optical high-resolution spectra. We have derived the stellar parameters of M dwarfs using the synthetic spectra in the long wavelength region of the optical spectra (over 8000 $\bar{A}$), which is relatively less contaminated by molecular lines as well as telluric lines.

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Pressure Chamber Technique에 의한 대두경엽의 수분특성 연구 (A Study on the Water Relation Characteristics of the Soybean Shoots through the Pressure Chamber Technique)

  • 김이훈
    • 한국작물학회지
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    • 제28권1호
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    • pp.128-132
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    • 1983
  • Pressure chamber(DIC-PC-40형) technique에 의한 대두재배품종 Williams와 금강대립의 경엽에 대한 수분특성의 결과는 다음과 같다. 1. 최대포수시의 삼투압$(\Pi_p)$은 Williams 9.0bar, 금강대립은 10.4bar였다. 3. 초기원형질분리점에서의 상대함수율$(PWC^*)4은 금강대립이 86.0%, Williams가 92.6%였다. 4. 삼투수의 총량에 대한 원형질분리점에서의 침출량비$(V_p/V_o)$는 Williams가 94.0%, 금강대립이 83.4%였다. 5. 최대함수량에 대한 삼투수의 총량의 비$(V_p/w_5)$는 금강대립이 84.3%, Williams가 77.5%였다. 7. 탄성계수는 금강대립이 $1.6\times10^5bar$ 이었으며 Williams는 $8.5$\times$10^2$bar로 현저한 차이를 보였다.

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상악 임플랜트 Overdenture에서 Bar Attachment 설계에 따른 유지력 변화에 관한 연구 (COMPARATIVE STUDIES OF RETENTIVE FORCES IN MAXILLARY OVERDENTURE BAR ATTACHMENTS)

  • 손차영;정창모;전영찬;임장섭;정희찬
    • 대한치과보철학회지
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    • 제43권5호
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    • pp.650-661
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    • 2005
  • Statement of problem: It could be hypothesised that attachments, which provide more retention against vortical and horizontal dislodgement, will be associated with more favorable parameters of oral function. Purpose: This study was to provide data of initial retentive force and retention loss of different bar attachment systems recommended for use with maxillary implant overdentures. Material and method: 4 implants were placed in the anterior region of edentulous maxilla, five different systems of bar attachment were fabricated as follows: cantilevered Hader bar using clips (Type 1), Hader bar using clips without cantilever (Type 2), Hader bar using clip and ERA attachment orange male (Type 3), Hader bar using clip and ERA attachment white male (Type 4), and Bar using magnets (Type 5). Each samples were placed in the universal testing machine for determination of retentive forces(at initial and after every 200 cycles up to 1,000 cycles). Results and Conclusion 1. Attachment type 1 showed the biggest initial retentive force followed by type 3, type 2, type 4, and lastly type 5(P<0.001). 2. After 1,000 cycles of repeated removals of attachments, significant loss of retentive forces was taken place except for attachment type 5. 3. After 1,000 cycles of repeated removals, the loss of retentive force between type 1 and type 2, which used Hader bar and clip attachments. was greater in type 1 that had wider clip formation. And between type 3 and type 4, which used ERA attachments, the loss of retentive force was greater in type 4 that had white male attached (P<0.001). 4. After 1.000 cycles of repeated removals, attachment type 3 showed the biggest retentive force followed by type 2, type 4, type 1 and lastly type. 5. There was no significant difference between attachment type 3 and 4, and type 4 and 1(P<0.001).