• Title/Summary/Keyword: depths

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레이저변수(變數)와 피삭재조건(被削材條件)이 목재(木材) 및 목질(木質)보드의 절삭특성(切削特性)에 미치는 영향(影響)(I) - 절삭(切削)깊이와 절삭폭(切削幅) - (Effects of Laser Parameters and Workpiece Conditions on Cutting Characteristics of Solid Wood and Wood-based Panel(I) - Cutting Depths and Kerf Widths -)

  • 심재현;정희석
    • Journal of the Korean Wood Science and Technology
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    • 제25권4호
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    • pp.75-91
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    • 1997
  • Laser cutting tests were conducted to investigate the laser cutting characteristics of solid woods such as 25mm-thick white oak(Quercus acutissima) and maple(Acer mono), and wood-based panels such as 15mm-thick medium density fiberboard and particleboard. Test variables were laser power, cutting speed, grain direction, and moisture content. Cutting depths, kerf widths and the maximum cutting speed were measured. Cutting depths were increased as focus of laser beam was moving from above the workpiece to on the surface of workpiece, and also to below the workpiece. Kerf widths were decreased as focus of laser beam was moving from above the workpiece to on the surface of workpiece, but were increased as focus of laser beam was moving from on the surface of workpiece to below the workpiece. Minimum kerf widths were obtained when focus of laser beam was positioned on the surface of workpiece. Cutting depths and kerf widths were decreased with increase in moisture content, and cutting depths and kerf widths of more dense white oak were smaller than those of maple. And also cutting depths and kerf widths of particleboard were smaller than those of medium density fiberboard.

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E-DEPTHS AND T-CODEPTHS OF MODULES

  • Chung, Sang-Cho;Park, Jun-Seok
    • 대한수학회보
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    • 제35권2호
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    • pp.363-374
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    • 1998
  • We investigate relationships of E-depths and T-codepths of modules in s short exact exact sequence. We give E-depths and T-codepths of some modules.

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전전환답 포장에서의 지하수위 및 토양수분 변화 특성 (Variational Characteristics of Water-Table and Soil Moisture in Paddy-Upland Rotational Fields)

  • 권순국;윤경섭
    • 한국농공학회지
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    • 제36권2호
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    • pp.123-131
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    • 1994
  • Experimental studies were conducted to make clear the soil moisture environment under the condition of paddy-upland rotational fields by investigating water-table depths and soil moisture contents during growing season of crops in two kinds of soil. The following results were obtained. 1.Although water-table depths fluctuated with the amount of rainfall in the experimental field, it seemed that the variation of vater4able depths in the paddy-upland rotational, field was strongly affected by the condition of locations on paddy fields. 2.It is recognized that the concept of sum of excess water depth(SEWxx) and sum of excess water day(SEDxx) can be used to represent the soil moisture stress index due to the fluctuation of water-table depths. 3.The results of this study clearly indicate that drainage in paddy-upland rotational field to maintain an optimum soil moisture content must be made by introducing the concept of block drainage which needs both subsurface drainage and intercept drainage around a field. 4.Soil moisture contents were affected by both the amount of rainfall and water-table depths, however, the moisture content for top soil showed higher correlation with the amount of rainfall while that for subsoil with water-table depths.

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인접면 치근 인공우식병소의 깊이 평가: 구내 일반 방사선사진과 디지털 방사선사진과의 비교 (The radiographic depth of approximal root cavities : A comparative study of conventional and digital radiographs)

  • 박현정;조봉혜
    • Imaging Science in Dentistry
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    • 제33권1호
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    • pp.15-20
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    • 2003
  • Purpose : To investigate the reproducibility of the conventional and digital radiographs to determine the depth of approximal root cavities. Materials and Methods : A total of 80 artificial root cavities were prepared in the approximal surfaces of premolars, maxillary and mandibular molars. Standardized radiographs were taken at the baseline (0° horizontal and 0° vertical) and at a horizontal angulation of 10° in both mesial and distal directions. Radiographic cavity depths were measured by both conventional and digital radiographs. Results: At 0° horizontal angulation, no statistically significant differences could be determined between the results of conventionally and digitally determined radiographic depths with respect to the actual cavity depths in all premolar, maxillary, and mandibular molar groups. All conventional and digital radiographic depths at both 10° mesial and distal angulations showed statistically significant increases in depth compared to the actual cavity depths (p < 0.05), with the exception of digital radiographic depth at 10° mesial angulation for premolars. There were no statistically significant differences between conventional and digital radiographic depths for all groups. Conclusion: The present study suggests that both conventional and digital radiographs provide reproducible assessment of the depth of the approximal root cavity. But horizontal X-ray beam movements are likely to result in increase in radiographic cavity depth.

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Analysis of notch depth and loading rate effects on crack growth in concrete by FE and DIC

  • Zhu, Xiangyi;Chen, Xudong;Lu, Jun;Fan, Xiangqian
    • Computers and Concrete
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    • 제24권6호
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    • pp.527-539
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    • 2019
  • In this paper, the fracture characteristics of concrete specimens with different notch depths under three-point flexural loads are studied by finite element and fracture mechanics methods. Firstly, the concrete beams (the size is 700×100×150 mm) with different notch depths (a=30 mm, 45 mm, 60 mm and 75 mm respectively) are tested to study the influence of notch depths on the mechanical properties of concrete. Subsequently, the concrete beams with notch depth of 60 mm are loaded at different loading rates to study the influence of loading rates on the fracture characteristics, and digital image correlation (DIC) is used to monitor the strain nephogram at different loading rates. The test results show that the flexural characteristics of the beams are influenced by notch depths, and the bearing capacity and ductility of the concrete decrease with the increase of notch depths. Moreover, the peak load of concrete beam gradually increases with the increase of loading rate. Then, the fracture energy of the beams is accurately calculated by tail-modeling method and the bilinear softening constitutive model of fracture behavior is determined by using the modified fracture energy. Finally, the bilinear softening constitutive function is embedded into the finite element (FE) model for numerical simulation. Through the comparison of the test results and finite element analysis, the bilinear softening model determined by the tail-modeling method can be used to predict the fracture behavior of concrete beams under different notch depths and loading rates.

엔드밀 가공중 절입깊이의 실시간 추정을 이용한 가공오차 예측 (In-Process Prediction of the Surface Error Using an Identification of Cutting Depths in End Milling)

  • 최종근;양민양
    • 한국정밀공학회지
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    • 제15권2호
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    • pp.114-123
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    • 1998
  • In the end milling process, the information of the surface errors plays an important role in adaptive control systems for precision machining. As the measuring accuracy of the surface errors directly matches the control's, it is an important factor for evaluating the performance of the system. In order to obtain the surface errors, the prediction using the cutting force, torque, motor power etc. is frequently practiced owing to the easiness in measurement. In the implementation of the prediction, the information on the cutting depths make it concrete and precise. Actually the axial depth of cut limits the range of the calculation. In general, it is not easy to know the cutting depths due to irregular shape of workpieces, inaccurate positioning of them on the table of machine tool, and machining error in the previous cutting. In addition to, even if cutting depths are informed, it is difficult to match the individual position of the cutter on the varying shape of the work material. This work suggests an algorithm estimating the cutting depths based on cutting force and makes it precise to predict the surface error. The proposed algorithm can be applied in more extensive cutting situations, such as presence of the tool wear, change of the work material hardness, etc.

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프로파일 분석을 통한 아스팔트 콘크리트 포장 텍스쳐 크기 분석 (Analysis of Texture Depth of Asphalt Pavement Based on Profile Analysis)

  • 박대욱
    • 한국도로학회논문집
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    • 제14권3호
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    • pp.9-14
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    • 2012
  • 본 논문에서는 경량 프로파일러를 이용한 프로파일을 측정하여 매크로 텍스쳐 크기를 산정하고 분석하였다. 밀입도, 배수성, SMA, 기층 포장에 대한 프로파일을 측정하여 포장에 사용된 골재에 의한 매크로 텍스쳐 크기를 분석하였으며, 재료분리가 일어난 지역의 프로파일을 측정하여 매크로 텍스쳐 깊이를 분석하였다. 본 연구 결과 프로파일 분석을 통하여 효과적으로 매크로 텍스쳐 크기를 산정할 수 있었으며, 아스팔트 혼합물 종류별로 텍스쳐 크기를 분석할 수 있었다. 또한, 매크로 텍스쳐 크기를 산정하여 분석함으로써 재료분리가 일어난 지역을 탐지할 수 있었다.

소구경 탄자에 대한 철근콘크리트 슬래브의 관입저항력 평가 (An Assessment for Anti-piercing Designs of RC Slabs against Small Caliber Bullets)

  • 김석봉;강영철;이종찬;백상호;박영준
    • 한국군사과학기술학회지
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    • 제10권2호
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    • pp.69-75
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    • 2007
  • So far, anti-piercing depths for concrete slabs have been determined using Conventional Weapon's Effects Program(CONWEP) that was developed by the U. S. Army's Corps of Engineering. However, it has been suggested by a number of field officers that the values computed by CONWEP tend to be too high for protective facilities used in small military units and that indiscriminate application of these values to such facilities would lead to uneconomical penetration-proof designs. In this study, gunshots onto RC slabs were carried out using KM80 bullets in order to measure the piercing depths. The observed depths and the depths offered by the CONWEP system differed greatly from each other by up to 119 centimeters. Based on the depth values obtained through this experiment, we have proposed a new equation to calculate effective anti-piercing depths for RC slabs against small caliber bullets.

강우유출수 관리시설의 설계를 위한 강우사상 특성 분석 (Analysis of Storm Event Characteristics for Stormwater Best Management Practices Design)

  • 김학관;지현서;장선숙
    • 한국농공학회논문집
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    • 제59권6호
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    • pp.73-80
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    • 2017
  • The objective of this study is to investigate whether the daily rainfall depth derived from daily data represents the event rainfall depth derived from hourly data. For analysis, the 85th, 90th, and 95th percentile daily rainfall depths were first computed using daily rainfall data (1986~2015) collected at 63 weather stations. In addition, the storm event was separated by the interevent time definition (IETD) of 6, 12, 18, and 24 hr using hourly rainfall data. Based on the separated storm events, the 85th, 90th, and 95th percentile event rainfall depths were calculated and compared with the using hourly rainfall data with the 85th, 90th, and 95th percentile daily rainfall depths. The event rainfall depths computed using the IETD were greater than the daily rainfall depths. The difference between the event rainfall depth and the daily rainfall depth affects the design and size of the facility for controlling the stormwater. Therefore, the designer and policy decision-maker in designing the stormwater best management practices need to take into account the difference generated by the difference of the used rainfall data and the selected IETD.

기존 세굴심 산정공식 적용을 위한 모형실험과의 비교 연구 (A Comparative Study on Estimated and Hydraulic Model Experiment for Application of Existing Scour Depths Equation)

  • 최한규;백효선;정창동
    • 산업기술연구
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    • 제24권B호
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    • pp.123-131
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    • 2004
  • The existing of developed scour Equation have a very different value by boundary condition, hydraulic condition and bed condition. Therefore it may give rise to a serious trouble if it make a wrong application of the scour Equation. So this research of purpose is the predicting of scour depths, the method is that analysis river of feature and hydrauric feature for river in kangwondo young-seo region. And hydrauric model experiment of Scour phenomenon execute after the existing of calculate scour depths equation analysis sensitivity, assort a practical.

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