• Title/Summary/Keyword: simple procedure

Search Result 1,836, Processing Time 0.032 seconds

Dynamic Compliance Analysis and Optimization of Machine Structures (공작기계구조물의 동강성 해석 및 동적 최적화에 관한 연구)

  • 이영우;성활경
    • Proceedings of the Korean Society of Precision Engineering Conference
    • /
    • 2001.04a
    • /
    • pp.63-66
    • /
    • 2001
  • Recently, as the demand for high efficiency, multi function machine tools is increasing, domestic machine tool industries are investing in research and development for precision machine tools with high speed. This trend is closely correlated with the design technique which is necessary to make new type machine tool compatible with new production system. To achieve high precision, high speed machine tools with reduced chatter, it is needed to develop dynamically rigid structure. In this paper, dynamic optimization of machine structure is presented. At this procedure of dynamic design, dynamic compliance is minimized using Simple Genetic Algorithm(SGA)

  • PDF

Study on Geometric Simulation System of Machining Operations (절삭 가공 시뮬레이션 시스템의 개발에 관한 연구)

  • 이상규;박재민;노형민
    • Proceedings of the Korean Society of Precision Engineering Conference
    • /
    • 2003.06a
    • /
    • pp.869-872
    • /
    • 2003
  • This paper presents a geometric machining simulation algorithm to enhance the reliability and user-friendliness of a comprehensive computer aided process planning (CAPP) system by verifying generated NC data. In order to represent the complex machining geometry with high accuracy, the proposed algorithm is developed based on a boundary representative (B-rep) solid modelling kernel. Solid models are used to represent the part geometry. tool swept volume and material removal volume by Boolean unite and subtract operations. By integrating a machining simulation procedure into the CAPP system, the systematic analysis of the tool path can be implemented synthetically. To demonstrate and check the validity of suggested system, a simple example of simulation is represented and the result is discussed.

  • PDF

In situ Measurement of Lateral Side-Necking of a Fracture Specimen Using a Stereo Vision and Digital Image Correlation (Stereo Vision과 디지털 화상상관법을 이용한 파괴시험편의 측면 함몰의 현장 측정)

  • Lee Jeong-Hyun;Kang Ki-Ju
    • Journal of the Korean Society for Precision Engineering
    • /
    • v.21 no.10
    • /
    • pp.154-161
    • /
    • 2004
  • An experimental method for measuring side-necking deformation near a crack-tip is described. It is based on Stereoscopic Digital Speckle Photography and Digital Image Correlation, and it is simple and robust to mechanical vibration inherent to a hydraulic material test system. The validity and accuracy are evaluated through a calibration fur rigid body translation. A case study has been performed for a CT specimen made of a ductile steel and the three dimensional profiles of the side-necked region are presented as the load increases. Also, the details of the procedure and the surface treatment are discussed.

A Time-Domain Finite Element Formulation for Transient Dynamic Linear Elasticity (과도 선형 동탄성 문제의 시간영역 유한요소해석)

  • Sim, U-Jin;Lee, Seong-Hui
    • Transactions of the Korean Society of Mechanical Engineers A
    • /
    • v.25 no.4
    • /
    • pp.574-581
    • /
    • 2001
  • Transient linear elastodynamic problems are numerically analyzed in a time-domain by the Finite Element Method, for which the variational formulation based upon the equations of motion in convolution integral is newly derived. This formulation is implicit and does not include the time derivative terms so that the computation procedure is simple and less assumptions are required comparing to the conventional time-domain dynamic numerical algorithms, being able to get the improved numerical accuracy and stability. That formulation is expanded using the semi-discrete approximation to obtain the finite element equations. In the temporal approximation, the time axis is divided equally and constant and linear time variations are assumed in those intervals. It is found that unconditionally stable numerical results are obtained in case of the constant time variation. Some numerical examples are given to show the versatility of the presented formulation.

An Innovative Scalp-Dyeing Technique with Gentian Violet Solution During Follicular Unit Extraction for White-Haired Follicular Units

  • Moon, Min Seon;Choi, Jong Pil
    • Archives of Plastic Surgery
    • /
    • v.44 no.2
    • /
    • pp.170-172
    • /
    • 2017
  • There exist some restrictions and difficulties in performing follicular unit extraction (FUE) in white-haired patients, for several reasons. In this paper, we introduce a novel technique for visualizing white hair during the punching procedure and graft preparation in FUE for white-haired patients. In white-haired older male patients, we dyed the surrounding scalp skin purple with a gentian violet solution-stained toothpick. Our method has several advantages: surgeons can easily focus on the center of the follicular unit and rapidly perform punching, they can recognize the condition of the harvested follicular units during FUE, and the hair transplant team can secure a clear view for trimming and loading into the implanter. We suggest that scalp dyeing in difficult FUE procedures, especially in patients with white hair, may be a simple method that provides a good visualization for donor site harvesting and for microdissection.

Dynamic analysis Ground using 2-D FEM (차량하중에 의한 주변지반의 진동해석)

  • 황성춘;강보순;심형섭;오병헌;박성진
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
    • /
    • 2001.05a
    • /
    • pp.642-647
    • /
    • 2001
  • Dynamic response of ground due to train loads is analyzed. A numerical procedure based on finite element method is used to solve two-dimensional ground response. Dynamic train loads assumed in analysis is the point acceleration on train rail with magnitude of 2330 gal and thickness of surface of soil layer assumed is 60cm. In order to consider the effect of acceleration point, dynamic responses such as response acceleration and displacement are computed as a function of distance from acceleration point on rail. In addition, simple methods which reduce dynamic effects on ground are also proposed.

  • PDF

The design technique of the underwater anechoic basin in KRISO and its acoustic characteristics in ultrasound region. (무향 수조의 설계 기법 및 초음파 영역에서의 음향학적 특성)

  • 김시문;임용곤;이종무;박종원;최영철
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
    • /
    • 2001.05a
    • /
    • pp.350-355
    • /
    • 2001
  • In order to verify the performance of acoustic-based communication systems, a reliable check-up method is needed, which simulates similar oceanic conditions in low cost. One of the possible candidates would be the performance test in an underwater anechoic basin producing no reflecting waves. For this purpose KRISO (Korea Research Institute of Ships and Ocean Engineering) have constructed an underwater semi-anechoic basin from 1999 to 2001. This paper describes its design procedure, especially, how the material and size of the absorbing walls were chosen. Experiments were also performed to check its anechoic quality, Comparing the results with simple analytical results we concluded that the anechoic basin is working well for some selected frequency ranges.

  • PDF

Study on the Impact-proof Internal Structure Design of a Spent Nuclear Fuel Transport Cask (내충격성을 고려한 사용후연료 수송용기 내부구조물의 설계 연구)

  • Shin, Tae-Myung;Kim, Kap-Sun
    • Transactions of the Korean Society for Noise and Vibration Engineering
    • /
    • v.19 no.4
    • /
    • pp.370-377
    • /
    • 2009
  • A simple preliminary analysis is often useful to check a validity of design alternatives before the detailed analysis phase in the viewpoint of efficiency. This paper describes a preliminary analysis procedure for the selection among basket design candidates for the spent fuel shipping cask of Korean standard nuclear power plant. As the cask should maintain the structural integrity in hypothetical accident condition, the case of 9 m drop is significantly considered as the worst scenario among the accident conditions in structural design viewpoint in this paper. As basket design options, totally four different types are considered and analyzed in the point of structural integrity at drop impact and weldability for fabrication. As a result, an insertion round plate type with densely spaced supports turns out to be the best in both of the viewpoints, though the weld plate type shows a bit more design margin.

Mass perturbation influence method for dynamic analysis of offshore structures

  • Cho, Kyu Nam
    • Structural Engineering and Mechanics
    • /
    • v.13 no.4
    • /
    • pp.429-436
    • /
    • 2002
  • The current work presents an analysis algorithm for the modal analysis for the dynamic behaviors of offshore structures with concepts of mass perturbation influence term. The mass perturbation concept by using the term, presented in this paper offers an efficient solution procedure for dynamical response problems of offshore structures. The basis of the proposed method is the mass perturbation influence concepts associated with natural frequencies and mode shapes and mass properties of the given structure. The mathematical formulation of the mass perturbation influence method is described. New solution procedures for dynamics analysis are developed, followed by illustrative example problems, which deal with the effectiveness of the new solution procedures for the dynamic analysis of offshore structures. The solution procedures presented herein is compact and computationally simple.

Progressive collapse analysis of two existing steel buildings using a linear static procedure

  • JalaliLarijani, Reza;Celikag, Murude;Aghayan, Iman;Kazemi, Mahdi
    • Structural Engineering and Mechanics
    • /
    • v.48 no.2
    • /
    • pp.207-220
    • /
    • 2013
  • In this study, the vulnerability of two existing asymmetric steel building frames to Progressive Collapse (PC) is assessed. The buildings have different frame systems, steel sections and number of stories (nine and six). An alternate path method (APM) with a linear static analysis (LS) is carried out according to General Services Administration (GSA) 2003 guidelines. The Demand Capacity Ratio (DCR) of each primary element (beams and columns) is given with its specific details for all frames. The results show that the nine-story building with a dual frame system (moment frame with bracing system) has a lower susceptibility and greater resistance to PC than the six-story building with a simple building frame system (gravity system with bracing system). Implementing built-up box-shaped sections for columns is a better choice than using built-up I-shaped sections because there is no weak axis for the box section.