• 제목/요약/키워드: center of rigidity

검색결과 134건 처리시간 0.023초

호흡보호구 평가용 얼굴 로봇을 위한 한국인 얼굴 피부의 경도 측정 (The Measurement of Korean Face Skin Rigidity for a Robotic Headform of Respiratory Protective Device Testing)

  • 전은진;이아람;정영제;김희은;유희천
    • 한국의류산업학회지
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    • 제25권2호
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    • pp.248-254
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    • 2023
  • This study aims to measure the skin rigidity of different facial areas among Koreans and propose guidelines for each area's skin rigidity that can be applied with a facial robot for testing respiratory protective devices. The facial skin rigidity of 40 participants, which included 20 men and 20 women, aged 20 to 50, was analyzed. The rigidity measurement was conducted in 13 facial areas, including six areas in contact with the mask and seven non-contact areas, by referring to the facial measurement guidelines of Size Korea. The facial rigidity was measured using the Durometer RX-1600-OO while in a supine position. The measurement procedure involved contacting the durometer vertically with the reference point, repeating the measurement of the same area five times, and using the average of three values whose variability was between 0.4 and 4.2 Shore OO. The rigidity data analysis used precision analysis, descriptive statistics analysis, and mixed-effect ANOVA. The analysis confirmed the rigidity of the 13 measurement areas, with the highest rigidity of the face being at the nose and forehead points, with values of 51.2 and 50.8, respectively, and the lowest rigidity being at the chin and center of the cheek points, with values of 19.2 and 20.7, respectively. Significant differences between gender groups were observed in four areas: the tip of the nose, the point below the chin, the area below the lower jaw, and the inner concha.

Structural Behavior of Beam-Column Joints Consisting of Composite Structures

  • Lee, Seung-Jo;Park, Jung-Min;Kim, Wha-Jung
    • KCI Concrete Journal
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    • 제14권3호
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    • pp.111-120
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    • 2002
  • This study proposes a joint model consisting of different types of members as a new structural system, and then investigates the resulting structural behavior. The joint model consists of a concrete-filled steel tube column (CFT) together with a steel reinforced concrete at the end plus reinforced concrete beam at the center. For comparison, two other joint models were designed, that are, a CPT with a reinforced concrete beam, and a CFT with a steel reinforced concrete at the end plus steel concrete beam at the center, then their joint capacity and rigidity, energy absorption capacity, etc., were all investigated. From the results, the CFT column with a steel reinforced concrete at the end plus steel concrete beam at the center was outstanding in terms of its capacity and rigidity. The results of this analysis demonstrate that an adequate connection type and reinforcement method with different materials of increasing the rigidity, thereby producing a capacity improvement along with protection from pre-fractures.

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퀼축강성 변화가 측면 연삭가공에 미치는 영향 (The Effects on a Side-Cut Grinding depend on the Change of the Quill Rigidity)

  • 최환;김창수;박원규;이충석
    • 한국기계가공학회지
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    • 제12권5호
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    • pp.36-41
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    • 2013
  • One of the problems in grinding process using a machining center(MC) with a small diametric wheels is machining error due to decrease of the quill diameter. In this study, side-cut grinding is performed with a vitrified bonded CBN wheel on the machining center. Grinding experiments are performed at various grinding conditions including quill length, quill diameter and depth of cut. The effect on the grinding force, machining error and surface roughness due to the change of the quill rigidity are investigated experimentally. The slenderness ratio of the quill is significant factor to analyse the change of the grinding force and machining error.

엔드밀의 정적 강성에 관한 연구 (A Study on the Static Rigidity of the End Mill)

  • 이상규;고성림
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1996년도 추계학술대회 논문집
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    • pp.9-14
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    • 1996
  • The deflection of an end mill is very important in machining process and cutting simulation because it affects directly workpiece accuracy, cutting force, and chattering. In this study, the deflection of the end mill was studied both experimentally and by using finite element analysis. And the moment of inertia of radial cross sections of tile helical end mill is calculated for the determination of the relation between cross section and rigidity of tile tools. Using tile Bernoulli-Euler beam and and the concept of equivalent diameter, a deflection model is established, which includes most influence from tool geomety parameters. It was found that helix angle attenuates the rigidity of the end mill.

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HIGH SPEED MACHINING CENTER AND USING CAM TECHNOLOGY

  • Kato, Noriyuki
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2000년도 Handout for 2000 Inter. Machine Tool Technical Seminar
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    • pp.29-33
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    • 2000
  • OKUMA Die/Mold manufacturing system provides high speed, high rigidity and heavy cutting in a compact machining center and CAD/CAM system.

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4경간 현수교에서의 중앙주탑 휨강성의 영향 (Effects of Flexural Rigidity of Center Tower in Four-Span Suspension Bridges)

  • 권순길;유훈;최동호
    • 대한토목학회논문집
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    • 제34권1호
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    • pp.49-60
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    • 2014
  • 해협횡단 교량으로서 적용사례가 증가될 것으로 예상되는 다경간 현수교에 대한 거동을 간략하면서도 정확히 해석하기 위하여, 현수교에 대한 고유의 해석이론인 처짐이론 해석방법을 사용할 수 있다. 본 연구에서는 처짐이론 방법을 이용한 4경간 현수교의 구조해석을 수행하였다. 거더를 축인장력을 받는 단순보로 고려하였고, 연직방향 하중 및 지점부 모멘트에 의한 단순보의 수직변위를 산정하여, 이 변위가 케이블의 적합방정식을 만족할 때까지 반복해석을 수행하였다. 유한요소해석의 결과와 비교하여 모든 주탑의 휨강성을 고려하는 처짐이론 해석의 결과를 검증하고, 주케이블과 탑정부 간의 구속조건 변화에 따른 다양한 케이블 적합방정식을 이용하여, 4경간 현수교에서의 주탑 휨강성의 중요성을 확인하였다. 또한 중앙주탑 휨강성의 변화에 따른 간단한 변수해석을 수행하여 그에 따른 거동을 파악하였다.

Effect of Device Rigidity and Physiological Loading on Spinal Kinematics after Dynamic Stabilization : An In-Vitro Biomechanical Study

  • Chun, Kwonsoo;Yang, Inchul;Kim, Namhoon;Cho, Dosang
    • Journal of Korean Neurosurgical Society
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    • 제58권5호
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    • pp.412-418
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    • 2015
  • Objective : To investigate the effects of posterior implant rigidity on spinal kinematics at adjacent levels by utilizing a cadaveric spine model with simulated physiological loading. Methods : Five human lumbar spinal specimens (L3 to S1) were obtained and checked for abnormalities. The fresh specimens were stripped of muscle tissue, with care taken to preserve the spinal ligaments and facet joints. Pedicle screws were implanted in the L4 and L5 vertebrae of each specimen. Specimens were tested under 0 N and 400 N axial loading. Five different posterior rods of various elastic moduli (intact, rubber, low-density polyethylene, aluminum, and titanium) were tested. Segmental range of motion (ROM), center of rotation (COR) and intervertebral disc pressure were investigated. Results : As the rigidity of the posterior rods increased, both the segmental ROM and disc pressure at L4-5 decreased, while those values increased at adjacent levels. Implant stiffness saturation was evident, as the ROM and disc pressure were only marginally increased beyond an implant stiffness of aluminum. Since the disc pressures of adjacent levels were increased by the axial loading, it was shown that the rigidity of the implants influenced the load sharing between the implant and the spinal column. The segmental CORs at the adjacent disc levels translated anteriorly and inferiorly as rigidity of the device increased. Conclusion : These biomechanical findings indicate that the rigidity of the dynamic stabilization implant and physiological loading play significant roles on spinal kinematics at adjacent disc levels, and will aid in further device development.

NC공작기계 이송기구의 조립시 발생하는 결함의 발견 (A Study on Algorithm of Checking Errors in Assembly Process of Feed Drive system in NC Machine Tools)

  • 박종봉
    • 한국산업융합학회 논문집
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    • 제4권2호
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    • pp.141-147
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    • 2001
  • This paper presents a developing algorithm of checking errors of feed mechanism in the NC machine tool with DAC method. It is useful to check static and dynamic rigidity with relation between lost motion and current of rotor. For checking error of feed in assembly tuning with machining center proposed checking algorithm is useful.

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신경망을 이용한 엔드밀의 정적 강성 결정 (Determination of the Static Rigidity of the End Mill Using Neural Network)

  • 이상규;고성림
    • 한국정밀공학회지
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    • 제14권12호
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    • pp.143-152
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    • 1997
  • The deflection of an end mill is very important in machining process and cutting simulation because it affects directly workpiece accuracy, cutting force, and chattering. In this study, the deflection of the end mill was studied both experimentally and by using finite element analysis. And the moment of inertia of cross sections of the helical end mill is calculated for the determination of the relation between geometry of radial cross section and rigidity of the tools. Using the Bernoulli-Euler beam theory and the concept of equivalent diameter, a deflection model is established, which includes most influences from tool geomety parameters. It was found that helix angle attenuates the rigidity of the end mill by the finite element analysis. As a result, the equivalent diameter is determined by tooth number, inscribed diameter ratio, cross sectional geometry and helix angle. Because the relation betweem equivalent diameter and each factor is nonlinear, neural network is used to decide the equivalent diameter. Input patterns and desired outputs for the neural network are obtained by FEM analysis in several case of end milling operations.

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Shear forces amplification due to torsion, explicit reliance on structural topology. Theoretical and numerical proofs using the Ratio of Torsion (ROT) concept

  • Bakas, Nikolaos
    • Structural Engineering and Mechanics
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    • 제61권1호
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    • pp.15-29
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    • 2017
  • The recently introduced index Ratio Of Torsion (ROT) quantifies the base shear amplification due to torsional effects on shear cantilever types of building structures. In this work, a theoretical proof based on the theory of elasticity is provided, depicting that the ratio of torsion (ROT) is independent of the forces acting on the structure, although its definition stems from the shear forces. This is a particular attribute of other design and evaluation criteria against torsion such as center of rigidity and center of strength. In the case of ROT, this evidence could be considered as inconsistent, as ROT is a function solely of the forces acting on structural members, nevertheless it is proven to be independent of them. As ROT is the amplification of the shear forces due to in-plan irregularities, this work depicts that this increase of internal shear forces rely only on the structural topology. Moreover, a numerical verification of this theoretical finding was accomplished, using linear statistics interpretation and nonlinear neural networks simulation for an adequate database of structures.