• 제목/요약/키워드: Radius error

검색결과 276건 처리시간 0.027초

TALYSURF에 의한 톱니의 마모량측정 (Measurement of Saw-Teeth Wear by TALYSURF)

  • 현정인;바니.크라메키
    • Journal of the Korean Wood Science and Technology
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    • 제8권1호
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    • pp.22-27
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    • 1980
  • Talysurf에 의한 톱니마모정도의 수량화가 수행되었다. (1)톱니의 단면은 아래식을 만족시키는 조건에서 Taysurf의 그래프로서 얻어진다. ${\frac{{\Delta}h}{h}}={\frac{V{\Delta}_x}{V_x}}$ {${\Delta}h$: stylus의 수직이동거리 h: 챠트에 있어서 수직거리 $V{\Delta}_x$: stylus의 이동속도 $V_x$: 챠트의 이동속도} (2) stylus의 오차는 아래식에 의하여 계산된다. i) 13.8${\mu}{\leqq}$x<20.4${\mu}$ y=-0.2246x+4.59${\mu}$ ii) 0${\leqq}$x<13.8${\mu}$ y=${\sqrt{(-18{\mu})^2-x^2}}-1.42x+32.7{\mu}}$ (3) 톱니단면과 stylus의 오차는 아래식에 의하여 계산된다. $E(%)=\frac{f(r){\times}{\frac{4}{18{\mu}}}}{f(R){\times}{\frac{R}{18.5{\mu}}}-f(r){\times}{\frac{r}{18{\mu}}}}{\times}100$ {E(%) : stylus의 오차/톱니의 둔함 r: stylus의 반경 R: 챠트에서 얻어지는 그라프의 반경 f(r): stylus의 오차 f(R): 챠트에서 얻어지는 그라프의 둔함} (4) 최대오차와 톱니단면의 관계에서 쌍곡선그라프를 얻을 수 있다.

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비선형 웹 이송 시스템의 장력 제어 (Tension Control in a Nonlinear Web Transfer System)

  • 윤석찬
    • 한국생산제조학회지
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    • 제9권5호
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    • pp.65-72
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    • 2000
  • This paper presents the study of the tension control in a web transfer system. In this study the sliding mode controller is applied to a time-varying nonlinear mathematical model. The model was derived to consider the effects of changing the roll radius in tension variation during winding and unwinding. The uncertainty in modeling may be due to unmodelled dynamics, on variations in system model. Designed sliding mode controller made the system error always staying in the suggested surface from the beginning. Through this, system is maintained to be robust against a disturbance and uncertainty. To verify the designed controller has a good performance, various inputs such as desired velocity, step input, and trapezoidal input are applied. When the sliding mode controller was used, the system(the tension control) performance was improved comparing to the PID controller. The robustness of the controller with respect to an estimation error was verified through simulations.

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원기둥을 이용한 6축 힘/모멘트 센서의 설계 및 제작 (Design and Fabrication of 6-Component Forces and Moments Sensor Using a Column Structure)

  • 신홍호;김종호;박연규;주진원;강대임
    • 대한기계학회논문집A
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    • 제26권7호
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    • pp.1288-1295
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    • 2002
  • The column-type sensing element in building and mechanical construction parts was designed as three forces and three moments sensor by attaching strain gages approximately. Compared to conventional multi-component sensor, the designed sensor has high stiffness and low cost. The radius of the column was designed analytically and compared with finite element analysis. The interference errors between components were minimized by using addition and subtraction procedure of signals. The fabricated sensor was tested by using a deadweight force standard machine and a six-component force calibration machine. The calibration results showed that the 6-component forces and moments sensor had interference error less than 7.3 % between $F_x$ and $M_x$ components, and 5.0 % in case of other components.

CNC 공작기계의 AC 서보 모터의 위치 및 속도 제어 특성 (AC Servo Motor Position and Speed Control Characteristics of CNC Machine Tools)

  • 박인준;백형래;정헌상;정수복;최송철
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 1998년도 전력전자학술대회 논문집
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    • pp.352-356
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    • 1998
  • This paper is a study about Ac servo motor position and speed control characteristics which depend on feedforward control, the acceleration / deceleration time constant after the interpolation, and PI control, automatic deceleration at corner in order to shape cutting control of feed drive system of the machine tool. The shape error caused by delay of the servo system in the direction of radius at the time of circular cutting is reduced by feedforward control. The shape error generated by the position command delay is minimized by using the acceleration / deceleration time constant after the interpolation. The results were verified to optical machining center experimentation of the machine tool.

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유리 압축 실험에서의 복굴절 분포 예측 (Prediction of Birefringence Distribution in Cylindrical Glass Compression Test)

  • 이주현;나진욱;임성한;오수익
    • 소성∙가공
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    • 제13권6호
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    • pp.509-514
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    • 2004
  • An analysis using FEM simulation was conducted to predict residual stresses and birefringence in simple compressed cylindrical glass as a preliminary part of the optimum design determination of optical lenses. The FEM simulation with the Maxwell viscoelastic constitutive model was used to predict thermal induced residual stresses and birefringence during the compression test considering stress relaxation. Also the linear photoelastic theory was introduced to calculate birefringence from the residual stress state. The error of simulation results between experimental results in the birefringence value at the center of glass specimen is $4.2\%$, and the error in the maximum radius of deformed glass specimen is $1.2\%$. The simulation results were in good agreement with deformation and birefringence distribution in the existing experimental result.

허용 오차를 만족하는 호의 추출 (Detection of Circular Arcs within Tolerant Error)

  • 류승필
    • 한국정보과학회논문지:소프트웨어및응용
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    • 제32권9호
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    • pp.868-877
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    • 2005
  • 호는 패턴인식에 있어서 매우 중요한 특징으로 간주된다. 이 논문에서는 기하학적 분석을 이용하여 2차원 곡선으로부터 호를 추출하고 그 호의 중심과 반지름을 계산하는 방법을 제시한다. 제안된 방법에 의해 추출된 호는 원래의 곡선으로부터 거리오차가 항상 허용치 이내의 값을 만족한다. 제안된 방법이 부드럽게 연결된 2차원 곡선이나 잡음이 심한 2차원 곡선 내에 있는 호의 추출에도 유용함을 실험으로 확인하였다.

Development and validation of a computational multibody model of the elbow joint

  • Rahman, Munsur;Cil, Akin;Johnson, Michael;Lu, Yunkai;Guess, Trent M.
    • Advances in biomechanics and applications
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    • 제1권3호
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    • pp.169-185
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    • 2014
  • Computational multibody models of the elbow can provide a versatile tool to study joint mechanics, cartilage loading, ligament function and the effects of joint trauma and orthopaedic repair. An efficiently developed computational model can assist surgeons and other investigators in the design and evaluation of treatments for elbow injuries, and contribute to improvements in patient care. The purpose of this study was to develop an anatomically correct elbow joint model and validate the model against experimental data. The elbow model was constrained by multiple bundles of non-linear ligaments, three-dimensional deformable contacts between articulating geometries, and applied external loads. The developed anatomical computational models of the joint can then be incorporated into neuro-musculoskeletal models within a multibody framework. In the approach presented here, volume images of two cadaver elbows were generated by computed tomography (CT) and one elbow by magnetic resonance imaging (MRI) to construct the three-dimensional bone geometries for the model. The ligaments and triceps tendon were represented with non-linear spring-damper elements as a function of stiffness, ligament length and ligament zero-load length. Articular cartilage was represented as uniform thickness solids that allowed prediction of compliant contact forces. As a final step, the subject specific model was validated by comparing predicted kinematics and triceps tendon forces to experimentally obtained data of the identically loaded cadaver elbow. The maximum root mean square (RMS) error between the predicted and measured kinematics during the complete testing cycle was 4.9 mm medial-lateral translational of the radius relative to the humerus (for Specimen 2 in this study) and 5.30 internal-external rotation of the radius relative to the humerus (for Specimen 3 in this study). The maximum RMS error for triceps tendon force was 7.6 N (for Specimen 3).

지점부 블록아웃 공법으로 연속화된 프리스트레스트 콘크리트 거더의 긴장력 손실 저감 (Reduction of Prestress Loss in PSC (Prestressed Concrete) Continuous Girder by Employing Block-out Method)

  • 신경준;김윤용;김승진;추태헌;이환우
    • 한국구조물진단유지관리공학회 논문집
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    • 제18권4호
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    • pp.77-83
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    • 2014
  • PSC거더교는 탁월한 안정성, 사용성 등의 특징으로 전세계적으로 가장 많이 사용되는 교량의 한 형식이다. 그러나, 긴장재 (강연선)의 시공오차나 곡률반경 등에 의하여 절곡되는 상황이 발생하는 경우가 생기며, 이는 국부적인 긴장력의 손실울 유발한다. 그러나, 일반적으로 설계와 시공과정에서는 긴장재의 국부적인 절곡으로 발생하는 긴장력의 손실에 대하여는 간과하고 있다. 이 연구에서는 PSC 거더 연속화 지점부에서 시공오차와 선형반경으로 인하여 발생하는 긴장력 손실량을 실험적으로 규명하였다. 또한, 국부적 긴장력 손실을 감소시킬수 있는 공법을 제안하고 이에 대한 효용을 실험으로 검증하였다. 실험결과에 따르면 국부적 절곡에 의해 최대 10%의 긴장손실이 나타났고, 블록아웃 공법을 통해 손실률을 최대 약 5% 감소시킬 수 있는 것으로 나타났으며, 이는 블록아웃 공법으로 연속화 교량의 긴장효율을 향상시킬 수 있음을 의미한다.

Multi-objective optimization of tapered tubes for crashworthiness by surrogate methodologies

  • Asgari, Masoud;Babaee, Alireza;Jamshidi, Mohammadamin
    • Steel and Composite Structures
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    • 제27권4호
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    • pp.427-438
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    • 2018
  • In this paper, the single and multi-objective optimization of thin-walled conical tubes with different types of indentations under axial impact has been investigated using surrogate models called metamodels. The geometry of tapered thin-walled tubes has been studied in order to achieve maximum specific energy absorption (SEA) and minimum peak crushing force (PCF). The height, radius, thickness, tapered angle of the tube, and the radius of indentation have been considered as design variables. Based on the design of experiments (DOE) method, the generated sample points are computed using the explicit finite element code. Different surrogate models including Kriging, Feed Forward Neural Network (FNN), Radial Basis Neural Network (RNN), and Response Surface Modelling (RSM) comprised to evaluate the appropriation of such models. The comparison study between surrogate models and the exploration of indentation shapes have been provided. The obtained results show that the RNN method has the minimum mean squared error (MSE) in training points compared to the other methods. Meanwhile, optimization based on surrogate models with lower values of MSE does not provide optimum results. The RNN method demonstrates a lower crashworthiness performance (with a lower value of 125.7% for SEA and a higher value of 56.8% for PCF) in comparison to RSM with an error order of $10^{-3}$. The SEA values can be increased by 17.6% and PCF values can be decreased by 24.63% by different types of indentation. In a specific geometry, higher SEA and lower PCF require triangular and circular shapes of indentation, respectively.

BIM을 이용한 프리캐스트 콘크리트 전단벽의 배근 오류 검증 및 휨 연성 모델 제시 (Verification of Reinforcing Arrangement Error in Precast Concrete Shear Walls Using BIM and Presentation of Flexural Ductility Model)

  • 문주현
    • 한국구조물진단유지관리공학회 논문집
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    • 제28권3호
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    • pp.27-36
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    • 2024
  • 이 연구의 목적은 생산공정에서 발생할 수 있는 제작오차를 고려한 BIM 절차를 구축하고, 스플라이스 슬리브 공법으로 접합된 프리캐스트 전경량 골재콘크리트 특수전단벽(precast all-lightweight aggregate concrete special shear walls, PLASW)의 휨 연성 모델을 제시하는 데에 있다. 생산현장에서 제작된 PALSW의 콘크리트 피복 두께는 Revit BIM 프로그램으로 모델링된 단면상세보다 평균 1.28배 컸으며, 특히, 후프철근과 내부 크로스타이의 구부림 내면 반지름은 설계 단면상세보다 더 크게 있었다. 결과적으로 띠철근의 제작오차로 인해 코어 콘크리트의 구속비율이 64%에서 54%로 감소하였으며, PALSW의 휨 연성은 약 4.91% 감소하였다. 이 실험결과를 고려하여, 스플라이스 슬리브 공법으로 접합된 PLASW의 BIM 모델링은 띠철근의 구부림 내면 반지름을 보완해야 하며, 구속된 콘크리트의 응력-변형률 관계에서 구속압의 감소를 반영하여 취성도 증가계수는 1.8로 평가될 수 있다.