• Title/Summary/Keyword: depth test

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Automatic Control of the Combine(III) -Automatic Feeding Depth Control of the Head-feed Combine- (콤바인의 자동제어(自動制御)에 관한 연구(硏究)(III) -자탈형(自脱型) 콤바인의 탈곡(脱穀)깊이 자동제어(自動制御)-)

  • Chung, C.J.;Kim, S.C.;Nam, K.H.
    • Journal of Biosystems Engineering
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    • v.14 no.2
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    • pp.94-103
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    • 1989
  • This study was intended to develop the automatic feeding depth control system of the head-feed combine which could feed the rice head into threshing unit at the optimal depth regardless of plant height and uneven ground surface. In the control system, one-board microcomputer was used for the controller instead of conventional electric circuits. Field test of the combine equipped with the control system was conducted to evaluate its overall performance. It was also investigated how the location and time delay of rice head sensor affect the system performance.

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A Study on the Improvement and the Reliable Design in Sintered Spur Gear (소결치차의 성능향상과 신뢰성이 높은 소결치차설계에 관한 연구)

  • 류성기
    • Journal of the Korean Society of Safety
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    • v.13 no.4
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    • pp.34-40
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    • 1998
  • It is very important to have exact informations on the properties and characteristics of the sintered steel as a new material of machine elements. The bending fatigue tests are performed for sintered steel bend specimens and spur gears, which are notched by using a slicing blade. The fatigue test at a constant stress amplitude is performed by using an electrohydraulic servo-controlled pulsating tester. Consequently, the S-N curves are obtained and the fatigue strength is compared with flaw depth. Accordingly, this study presents the fatigue strength of sintered spur gears, the critical notch depth of sintered steel and the effects of flaw depth on the bending fatigue strength. The enhancement of fatigue strength due to carburized treatment is clarified.

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Strength and chloride penetration of Portland cement mortar containing palm oil fuel ash and ground river sand

  • Rukzon, Sumrerng;Chindaprasirt, Prinya
    • Computers and Concrete
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    • v.6 no.5
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    • pp.391-401
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    • 2009
  • This paper presents a study of the strength and chloride penetration of blended Portland cement mortar containing ground palm oil fuel ash (POA) and ground river sand (GS). Ordinary Portland cement (OPC) was partially replaced with POA and GS. Compressive strength, rapid chloride penetration test (RCPT) and chloride penetration depth of mortars were determined. The GS only asserted the packing effect and its incorporation reduced the strength and the resistance to chloride penetration of mortar. The POA asserted both packing and pozzolanic effects. The use of the blend of equal portion of POA and GS also produced high strength mortars, save cost and excellent resistance to chloride penetration owing to the synergic effect of the blend of POA and GS. For chloride depth, the mathematical model correlates well with the experimental results. The computer graphics of chloride depth of the ternary blended mortars are also constructed and can be used to aid the understanding and the proportioning of the blended system.

Interpretation of Stress Crack Resistance of Damaged Geomembranes (손상된 지오멤브레인의 응력균열 저항성 해석)

  • Jeon, Han-Yong;Kahn, Belas Ahmed;Jang, Yeon-Soo
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.305-313
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    • 2010
  • HDPE smooth and textured GMs were cut into dumbbell shape and notched where depth of the notch produced a ligament thickness of 90% to 10% of the nominal thickness of the specimen at 10% interval. Yield stress and elongation were measured of those samples and plotted on Graph. Yield stress and elongation at yield point decreases gradually as the notch depth is increased. Both installations damaged and notched GMs were used to understand stress crack behavior. Intact sample were notched in such a manner that the depth of notch produced a ligament thickness of 80% of the nominal thickness of the specimen. Installation damaged samples were not notched. Stress Crack Resistance behavior was observed using NCTL Test at $50{\pm}1^{\circ}C$ at different yield stresses immerging with pH 4 and pH 12 buffer solutions. Significant difference was observed in both cases.

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Development of the Altari Radish Pre-processing System for Kimchi Production(III) - Development of the Peeling Device - (김치생산용 알타리무 전처리가공시스템 개발(III) - 삭피장치의 개발 -)

  • Min Y. B.;Kim S. T.;Chung T. S.
    • Journal of Biosystems Engineering
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    • v.30 no.3 s.110
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    • pp.166-171
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    • 2005
  • A prototype peeling device with rotating cutter blades was designed to peel altari radish skin. With the designed blades, the maximum peeling depth increased as the cutter clearance increased but the effect of the peeling speed was not significant. The optimal operating conditions for peeling was; the peeling speed was at 0.19m/s when peeled 2.5 blades/sec and the maximum peeling depth was 1.5mm, the minimum peeling depth was 0.5mm, and the leaf rotating speed was 12 rpm, respectively. In the peeling test fur the optimum operation conditions, with a auxiliary rolling device could adjust the rotational speed of the root uniformly, the altari radishes under 70mm diameter were peeled perfectly.

The Study on the Cutting Behavior of Super Duralumin(A2024-T3) (초듀랄류민(A2024-T3)의 절삭거동에 관한 연구)

  • Jun, Tae-Ok;Park, Heung-Sik;Ye, Guoo-Hyeon
    • Journal of the Korean Society for Precision Engineering
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    • v.9 no.4
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    • pp.147-153
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    • 1992
  • This study was undertaken to investigate the cutting behaviour of super duralumin (A2024-T3) with sintered carbide tool(P20). The cutting test was carried out under different conditions such as cutting speed, cutting depth and rake angle, etc. The specific cutting force Kc and Kt of vertical and radial forces decreases as cutting speed increases, especially the decrease rate of Kt becomes larger than of Kc as cutting speed increases. Kc and Kt in small cutting depth are much affected by work-hardening of surface layer. The chip width and shear angle become layer as cutting depth increases, especially chip width at feed of 0.1mm almost approaches cutting width. Relation between the friction coefficient of chip side and tool rake angle side can make the modelization studying the built-up edge size. The shear angle model equation of super duralumin generally agree with theory of Ernst-Merchant.

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Characteristics Evaluation with Cavitation Condition of 304 Stainless Steel in Seawater Environment (해수 환경 하에서 304 스테인리스강의 캐비테이션 조건에 따른 특성 평가)

  • Jang, Seok-Ki;Chong, Sang-Ok;Han, Min-Su;Kim, Seong-Jong
    • Journal of the Korean institute of surface engineering
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    • v.45 no.6
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    • pp.278-283
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    • 2012
  • This investigation evaluated the effect of cavitation condition on electrochemical characteristics of 304 stainless steel, which is widely used for marine environment. The cavitation test with time were conducted on 304 stainless steel in seawater solution. Surface morphologies of specimen were observed by scanning electron microscope (SEM) and 3D microscope. Pitting depth, weight loss and damage rate were analyzed after each cavitation experiment. The surface damage was more severe as the current density increased. A dramatical increase in the damage depth and weight loss was observed after 7 hours of cavitation experiment.

A Study on the Machining Characteristics of Tool Material for Cold Forging (냉간단조용 금형강의 절삭특성에 관한 연구)

  • Choi, W.S.;Nam, J.H.;Kang, C.W.;Kin, W.G.;Lee, I.;Kwon, J.R.;Park, S.Y.;Mun, H.J.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2009.05a
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    • pp.135-138
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    • 2009
  • In this study we investigate the machining characteristics of tool material for cold forging by using the machining center. The test was in the SKD62 cold forging material by 2-edge endmill with cutting fluid. The coating conditions are depth of cut 1,2,3mm. WC-endmill, federate 20mm/min, cutting velocity 20m/min. The surface roughness increase as the depth of cut increase. Also cutting force increase whiles the depth of cut increase.

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Prediction of Fracture Energy of Concrete

  • Oh, Byung-Hwan;Jang, Seung-Yup;Byun, Hyung-Kyun
    • KCI Concrete Journal
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    • v.11 no.3
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    • pp.211-221
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    • 1999
  • A method to determine the fracture energy of concrete is investigated. The fracture energy may be calculated from the area under the complete load-deflection curve which can be obtained from a stable three-point bend test. Several series of concrete beams have been tested. The Present experimental study indicates that the fracture energy decreases as the initial notch-to-beam depth ratio increases Some problems to be observed to employ the three-point bend method are discussed. The appropriate ratio of initial notch-to-beam depth to determine the fracture energy of concrete is found to be 0.5. It is also found that the influence of the self-weight of a beam to the fracture energy is very small A simple and accurate formula to predict the fracture energy of concrete is proposed.

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Evaluation of Penetration Depth of Emulsified Refined Bio Diesel Applied to the Concrete (유화처리 바이오디젤이 도포된 콘크리트의 침투깊이 판정)

  • Baek, Cheol;Kim, Tae-Woo;Lee, Jae-Jin;Lee, Dong-Yun;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.11a
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    • pp.17-18
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    • 2017
  • This study is to provide a evaluation method for the penetration depth of emulsified refined bio diesel(ERBD)applied to a surface of the concrete by using water absorption capability of the concrete. The concrete applied with ERBD was immersed at water for 1 min., 5min., and 10 min. and then was checked the brightness with elapse of time. Test results indicated that there was clear difference between ERBD part and non ERBD part in concrete specimen after measuring the brightness until 120min.

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