• Title/Summary/Keyword: basic load

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Cutter Runout Elimination in End Milling through Two-Axes PI Force Control (엔드밀 가공에서 2축 절사력 PI 제어를 통한 커터 런아웃 제거에 관한 연구)

  • Noh, Jong-Ho;Hwang, Joon;Liang, Steven Y.;Chung, Eui-Sik
    • Journal of the Korean Society for Precision Engineering
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    • v.16 no.6
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    • pp.83-89
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    • 1999
  • This paper presents the in-process runout compensation methodology to improve the surface quality of circular contouring cut in end milling process. The runout compensation system is based on the manipulation of workpiece position relative to cutter in minimizing the cutting force oscillation at spindle frequency. the basic concept of this approach is realized on a end milling machine whose machining table accommodates a set of orthogonal translators perpendicular to the spindle axis. The system performed that measuring the runout related cutting force component, formulating PI controlling commands, and the manipulating the workpiece position to counteract the variation of chip load during the circular contouring cut. To evaluate the runout compensation system performance, experimental study based on the implementation of two-axes PI force control is presented in the context of cutting force regulation and part surface finish improvement.

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A Study on the Mechanical Properties of the Board Composed of Wood Particle and Steel Wire - Focusing on Bending Strength - (목재(木材)파아티클과 철선복합(鐵線複合)보오드의 기계적(機械的) 성질(性質)에 관(關)한 연구(硏究) - 휨강도를 중심으로 -)

  • Park, Heon
    • Journal of the Korean Wood Science and Technology
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    • v.18 no.4
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    • pp.9-17
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    • 1990
  • When manufacturing beam by laminating particleboards, the mechanical properties of particleboad-laminated beam would be also improved if the properties, especially mechanical properties of particleboad be reinforced. In this study, steel wires were used to reinforce particleboard. This study was carried out to obtain the basic mechanical properties of the board composed of wood particle and steel wires, focusing on bending strength which is the important factors in laminated beam and it was tried to estimate the relationship between the properties of the particleboard-laminated beam. and the proportion of steel wires to wood particles in particleboards. The result obtained can be summarized as follows: 1. The more steel wires used in boards, the higher value of modulus of rupture in bending was obtained, For example. the density 5 board composed of 14 numbers of steel wires showing 55% improved value than control board. 2. The board with lower density was also made better in higher value of elasticity, the density 0.5 board with 14 numbers of steel wires improved by 170%, the density 0.6 board by 86%, the 0.7 board by 37% and the 0.8 board by 26%. 3. The work to maximum load was improved with more steel wires. for example, the density 0.8 board with 14 numbers of steel wires improved by 31%.

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A Study on the High Efficiency Ground Source Heat Pump System (1) (부하추종형 고효율 지열히트펌프 시스템에 관한 연구 (1))

  • Koh, Deuk-Yong;Kim, Ook-Joong;Choi, Sang-Kyu;Chang, Ki-Chang
    • New & Renewable Energy
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    • v.1 no.4 s.4
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    • pp.30-37
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    • 2005
  • Cycle simulation of Ground Source Heat Pump[GSHP] system was carried out to determine the design specification of basic components such as turbo compressor and heat exchangers. Part load operation characteristics of the designed GSHP system was estimated using the compressor and heat exchanger performance data. A 50RT class turbo compressor for GSHP system is now under development, in which R134a refrigerant is adopted as working fluid. The compressor with variable cascade diffusers is designed to work both in cooling and heating modes so that it can actively keep up with the climate change with high efficiency. The normal running speeds of the compressor are 59000rpm for heating mode and 70000rpm for tooling mode respectively. It has two identical impellers at both ends of the rotor so as to minimize aero-induced thrust force effectively. GSHP system was coupled with a vortical type heat exchanger, and heat gain and heat loss from ground were evaluated per a bore hole. For the optimal integration of the heat pump system, its header for circulating fluid was combined with the ground heat exchangers in parallel and series configuration.

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A Study on the Position Control of an Electro-Hydraulic Servomechanism Using Variable Structure System (가변구조를 이용한 전기-유압서보계의 위치제어에 관한 연구)

  • 허준영;권기수;하석홍;조겸래;이진걸
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.13 no.2
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    • pp.213-220
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    • 1989
  • This paper describes the application of the variable structure control(VSC) concept for the position control of an electro-hydraulic servomotor system. The basic philosopy of VSC is that the structure of the feedback control is altered as the state crosses discontinuity surfaces in the state space with the result that certain desirable properties are achieved. The switching of the control function yields total(or selective) invariance to system parameter variations and disturbances, and closed loop eigen value placement in time-varing and uncertain systems. The control scheme is derived, implemented and tested in the laboratory where analog controller have been used to control the representive servosystem. The control system schematics are given and simple results are shown for illustration. And the results of variable structure system for the electro-hydraulic servomotor were compared to that of the fixed structure system when load disturbance and system parameter variation exists.

The natural frequency measurement for a suction pile about the intrusion depth (관입깊이에 따른 석션파일 고유진동수 측정 및 분석)

  • Lee, Jong-Hwa;Kim, Min-Su;Seo, Yoon-Ho;Kim, Bong-Ki;Lee, Ju-Shin;Yu, Mu-Sung;Kwak, Dae-Jin
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2014.10a
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    • pp.495-496
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    • 2014
  • The suction method is the substructure installation using the water pressure difference generated by discharging water inside the pile by the pumping operation, after the intrusion by the self-weights of a large hollow steel pipe or a concrete structure. It is known as the low-noise and low-vibration method against the general pile driven method and eco-friendly, also. Most current design and safety assessment of the support structure and considering only the static load, however, the importance of dynamic behavior becomes magnified as the size of wind power generator increases. This study measures the natural frequency of the suction pile prototype about the penetration depth as a part of basic research and analyzed the interaction between the soil and the structure.

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Analysis of Korean TMLD Design Flow Variation due to Large Dam Effluents and Water Use Scenarios

  • Shin, Hyun-Suk;Kang, Doo-Kee;Kim, Sang-Dan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.74-83
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    • 2007
  • The goal of this study is to establish an integrated watershed hydrologic model for the whole Nakdong River basin whose area is an approximately 24,000 km2. Including a number of watershed elements such as rainfall, runoff, water use, and so on, the proposed model is based on SWAT model, and is used to improve the flow duration curve estimation of ungauged watersheds for Korean Total Maximum Daily Load (TMDL). The model is also used to recognize quantitatively the river flow variation due to water use elements and large dam effluents in the whole watershed. The established combined watershed hydrologic model, SWAT-Nakdong, is used to evaluate the quantified influences of artificial water balance elements, such as a dam and water use in the watershed. We apply two water balance scenarios in this study: the dam scenario considering effluent conditions of 4 large multi-purpose dams, Andong dam, Imha dam, Namgang dam, and Habcheon dam, and the water use scenario considering a water use for stream line and the effluent from a treatment plant. The two scenarios are used to investigate the impacts on TMDL design flow and flow duration of particular locations in Nakdong River main stream. The results from this study will provide the basic guideline for the natural flow restoration in Nakdong River.

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A Study on the Safety Evaluation of Bridge Footings using GPR (GPR 시험을 이용한 교량기초의 안전성 조사방법에 관한 연구)

  • Kim, Yong-Gon;Paik, Shin-Won
    • Journal of the Korean Society of Safety
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    • v.21 no.1 s.73
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    • pp.105-113
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    • 2006
  • The footing of a bridge is a very essential part that support the whole load induced by the bridge itself and the traffic as well. However, once a bridge is built, the footing is buried under soil so the footing is invisible from outside. Therefore, the safety or condition of the footing is very difficult to estimate. Not only the length of the imbedded part of the footings but also the type of footings are unknown once the design record is gone. Some nondestructive techniques can be used to evaluate invisible part of the footings but the results have not been successful yet. Using GPR (Ground Penetrating Radar), which has been used for the nondestructive evaluation in military purposes, the condition assessment of the footings have been successfully conducted in this research. The field evaluation and laboratory tests have been conducted to find effective factors in the condition assessment of the footings. The equipment and basic theory of the GPR has been presented. The field test results show that the GPR can be successfully used for the safety evaluation of the footings. More test results and field data are needed for more precise evaluation of the footings.

A Study on Accelerated Life Evaluation Method of Component for Automatic Transmission (자동변속기 구성품의 가속수명평가 방법에 관한 연구)

  • Lim, Hongsoo;Cho, Byungchul;Kim, Yunkyoo;Lee, Heeyong;Kim, Jaehoon
    • Transactions of the Korean Society of Automotive Engineers
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    • v.25 no.2
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    • pp.250-256
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    • 2017
  • Automatic transmission(A/T) is one of a car's core components. The durability of A/T has an effect on the durability of the car. The input shaft of A/T passes the power directly from the engine, so the durability of the input shaft for A/T is likewise vital. In this study, the test method of the input shaft is considered and the load spectrum of A/T is analyzed to secure durability of the input shaft. The shape parameter, T-N curve of the input shaft torsional fatigue test are obtained for life evaluation and analysis. Results of this study can be used to get the basic background of the durability test for A/T components.

Design and Analysis of State-of-the-Art Technologies for Development of Floating Photovoltaic System (수상태양광 발전시스템 설계 및 요소기술 분석)

  • Jin, Taeseok
    • Journal of the Korean Society of Industry Convergence
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    • v.17 no.4
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    • pp.227-233
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    • 2014
  • Information presented in this study is intended to inform candidates as they prepare to design and structure the floatovoltaics solar power system. A developed floatovoltaics solar power generation results from the combination of PV plant technology and PV floating technology. This floating-based PV system is a new concept for PV development. The PV floating technology opens new opportunities to give value to unused areas so far while preserving valuable land for more adapted activities. Therefore the land-use conflicts are avoided and the environmental impact is minimized. Therefore the technology offers an interesting opportunity to regions facing on drought during summer time without any negative impact to the eco-system. This study describe the basic components of a floatovoltaics solar power system. A typical system consist of floating system and solar modules, a control device, rechargeable batteries, a load or device and the associated electrical connections. The floating system is specifically designed to keep all metallic components above water leaving only 100% recyclable, closed cell foam filled HDPE plastic floats in contact with the water. As the first case that can maximize the power generation efficiency of PV internationally, it is expected that this study will be utilized as a primary guide for future development of floating type PV system.

Reliability Analysis of Axially Loaded Large-scale Pile Foundations (대형말뚝기초의 축하중 거동에 대한 수치해석기반 신뢰성 해석)

  • Huh, Jung-Won;Park, Jae-Hyun;Lee, Ju-Hyung;Ha, Sung-Han;Kwak, Ki-Seok;Chung, Moon-Kyung
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.17-22
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    • 2009
  • Reliability analyses were performed to quantify the risk in axially loaded large-scale pile foundations in consideration of pile-soil interaction and uncertainties on various design variables. The finite difference method based on an equivalent soil spring model and a load transfer method and Monte Carlo simulation method are integrated in the framework of reliabilty analysis. The applicability and efficiency of the proposed method in the safety assessment of axially loaded pile-soil system was verified using a realistic example. Since the proposed method can explicitly consider uncertainties in various design variables, and quantify failure probability of a pile foundation, it can be used to estimate risk, to obtain basic informations for life cycle cost analysis, and to develop code requirements for a reliability-based design of pile foundations.

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