• 제목/요약/키워드: mechanical support

검색결과 1,407건 처리시간 0.028초

K-겹 교차 검증과 서포트 벡터 머신을 이용한 고무 오링결함 검출 시스템 (Rubber O-ring defect detection system using K-fold cross validation and support vector machine)

  • 이용은;최낙준;변영후;김대원;김경천
    • 한국가시화정보학회지
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    • 제19권1호
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    • pp.68-73
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    • 2021
  • In this study, the detection of rubber o-ring defects was carried out using k-fold cross validation and Support Vector Machine (SVM) algorithm. The data process was carried out in 3 steps. First, we proceeded with a frame alignment to eliminate unnecessary regions in the learning and secondly, we applied gray-scale changes for computational reduction. Finally, data processing was carried out using image augmentation to prevent data overfitting. After processing data, SVM algorithm was used to obtain normal and defect detection accuracy. In addition, we applied the SVM algorithm through the k-fold cross validation method to compare the classification accuracy. As a result, we obtain results that show better performance by applying the k-fold cross validation method.

축-베어링 시스템의 연성 특성을 고려한 볼 베어링의 선정 (Ball-Bearing Selection Considering Flexibility of Shaft-Bearing System)

  • 윤기찬;최동훈
    • Tribology and Lubricants
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    • 제16권1호
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    • pp.39-45
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    • 2000
  • In this paper, the effects of shaft and bearing flexibilities are investigated for the accurate modeling of a shaft-bearing system supported by ball bearings. Generally, rolling bearings are modeled by simple rigid pin-joint in the mechanical design. However, they can no longer be modeled by ideal boundary conditions in the advanced applications because the rigid pin-joint model cannot satisfy the current trends of mechanical design decreasing mass and reducing volume. Consequently the flexible support model of ball bearing is investigated using the static analysis module developed by A .B. Jones and T. A. Harris. A simple two-bearing system, supported by two deep groove ball bearings and radially loaded on the shaft midway between the bearings, is utilized to validate the coupled model of shaft-bearing system. Numerical computations using the model indicate that the shaft span length, locating/floating bearing arrangements and applied bearing size are significant factors in determining the mechanical behaviors. The flexible support model of ball bearing can be escaped to over-estimate in the bearing fatigue life. The proposed simple design formulation obtained by numerical simulations can approximately predict a rate of bearing life reduction as a function of shaft span length/shaft diameter (L/d).

On the natural frequencies and mode shapes of a uniform multi-span beam carrying multiple point masses

  • Lin, Hsien-Yuan;Tsai, Ying-Chien
    • Structural Engineering and Mechanics
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    • 제21권3호
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    • pp.351-367
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    • 2005
  • Multi-span beams carrying multiple point masses are widely used in engineering applications, but the literature for free vibration analysis of such structural systems is much less than that of single-span beams. The complexity of analytical expressions should be one of the main reasons for the last phenomenon. The purpose of this paper is to utilize the numerical assembly method (NAM) to determine the exact natural frequencies and mode shapes of a multi-span uniform beam carrying multiple point masses. First, the coefficient matrices for an intermediate pinned support, an intermediate point mass, left-end support and right-end support of a uniform beam are derived. Next, the overall coefficient matrix for the whole structural system is obtained using the numerical assembly technique of the finite element method. Finally, the natural frequencies and the associated mode shapes of the vibrating system are determined by equating the determinant of the last overall coefficient matrix to zero and substituting the corresponding values of integration constants into the related eigenfunctions respectively. The effects of in-span pinned supports and point masses on the free vibration characteristics of the beam are also studied.

심정지 혹은 심인성 쇼크에서 원심성 펌프를 이용한 단기목표의 기계적 순환 보조 (Short-term Mechanical Circulatory Support with Centrifugal Pump in Cardiac Arrest or Cardiogenic Shock - Report of 5 cases-)

  • 양희철;성기익;뱍계현;전태국;박표원;양지혁;이영탁
    • Journal of Chest Surgery
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    • 제37권12호
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    • pp.1003-1009
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    • 2004
  • 기계적 순환 보조는 만성 심부전 상태의 환자들에게 이용될 뿐만 아니라, 심정지 혹은 심인성 쇼크에서 생명을 구할 수 있는 필수적인 요소가 되기도 한다. 상용화된 다양한 박동형의 순환보조 장치들이 장기간의 좌심실 보조를 위해 사용될 수 있지만 비용이나 제조사로부터의 기술적 지원이라는 측면에서 그 사용에 제약이 되고있다. 최근에는 심장이식의 가교로서, 또는 심장회복을 위해 원심성 펌프를 단기간 사용한 예들이 보고되고 있다. 본원에서는 원심형 펌프를 이용한 체외 생명구조 장치나 좌심실 보조장치로 심정지 혹은 심인성 쇼크의 5명의 환자에게 적용하여 성공적으로 치료하였다. 이들중 2명이 허혈성 심질환에 의한 심정지로 응급 상황에서 시행되었고, 술 후 심인성 쇽을 보인 허혈성 질환 1예와 급성 바이러스성 심근염에 의한 저심박출량 증후군을 보인 2명은 예정 하에 수술하였다. 모든 환자에서 기계적 순환보조 이탈이 가능하였으며, 기계적 순환 보조와 관련된 합병증에는 출혈 및 급성 신부전등이 있었고 대퇴동, 정맥 캐눌라 삽관과 연관된 합병증은 없었다. 원심형 펌프를 이용한 기계적 순환보조는 심정지 혹은 심인성 쇼크에서 생명보존이나 유지에 필수적인 역할을 할 수 있으며 항시 고려해야할 요소로 판단되기에 이를 보고하는 바이다.

A new method to detect cracks in plate-like structures with though-thickness cracks

  • Xiang, Jiawei;Nackenhorst, Udo;Wang, Yanxue;Jiang, Yongying;Gao, Haifeng;He, Yumin
    • Smart Structures and Systems
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    • 제14권3호
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    • pp.397-418
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    • 2014
  • In this paper, a simple two-step method for structural vibration-based health monitoring for beam-like structures have been extended to plate-like structures with though-thickness cracks. Crack locations and severities of plate-like structures are detected using a hybrid approach. The interval wavelet transform is employed to extract crack singularity locations from mode shape and support vector regression (SVR) is applied to predict crack serviettes form crack severity detection database (the relationship of natural frequencies and crack serviettes) using several natural frequencies as inputs. Of particular interest is the natural frequencies estimation for cracked plate-like structures using Rayleigh quotient. Only the natural frequencies and mode shapes of intact structures are needed to calculate the natural frequencies of cracked plate-like structures using a simple formula. The crack severity detection database can be easily obtained with this formula. The hybrid method is investigated using numerical simulation and its validity of the usage of interval wavelet transform and SVR are addressed.

On the natural frequencies and mode shapes of a multiple-step beam carrying a number of intermediate lumped masses and rotary inertias

  • Lin, Hsien-Yuan;Tsai, Ying-Chien
    • Structural Engineering and Mechanics
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    • 제22권6호
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    • pp.701-717
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    • 2006
  • In the existing reports regarding free transverse vibrations of the Euler-Bernoulli beams, most of them studied a uniform beam carrying various concentrated elements (such as point masses, rotary inertias, linear springs, rotational springs, spring-mass systems, ${\ldots}$, etc.) or a stepped beam with one to three step changes in cross-sections but without any attachments. The purpose of this paper is to utilize the numerical assembly method (NAM) to determine the exact natural frequencies and mode shapes of the multiple-step Euler-Bernoulli beams carrying a number of lumped masses and rotary inertias. First, the coefficient matrices for an intermediate lumped mass (and rotary inertia), left-end support and right-end support of a multiple-step beam are derived. Next, the overall coefficient matrix for the whole vibrating system is obtained using the numerical assembly technique of the conventional finite element method (FEM). Finally, the exact natural frequencies and the associated mode shapes of the vibrating system are determined by equating the determinant of the last overall coefficient matrix to zero and substituting the corresponding values of integration constants into the associated eigenfunctions, respectively. The effects of distribution of lumped masses and rotary inertias on the dynamic characteristics of the multiple-step beam are also studied.

패키지 딜 방식의 해외 에너지자원 획득에 관한 플랜트EPC기업참여 촉진방안연구 (Promoting Policy to Involve Plant EPC Companies for Package Deal to Acquisite Overseas Energy Resources)

  • 김영균;허진혁;문승재;이재헌;유호선
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2009년도 하계학술발표대회 논문집
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    • pp.338-343
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    • 2009
  • Promoting policy to involve plant EPC companies for package deal has been studied to acquisite overseas energy resources. The effectiveness of the package deal with the plant EPC companies has not been successful because participation of the plant EPC companies is very low. It is difficult for the plant EPC companies to join the packaged deal due to the lack of the whole responsibility organization to support that plant EPC companies participate in package deal. The followings are suggested as the ways to promote the participation of the plant EPC companies for package deal in this study. 1) financial and policy support of governmen 2) specialization of the advanced countries.

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이중 4절링크 기구를 이용한 완강기 강건 설계 (Robust Design of Descending Lifeline Using Double Square Linkage Mechanism)

  • 박정우;윤슬기;정근학;정민희;김상현
    • 한국기계가공학회지
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    • 제20권6호
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    • pp.108-113
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    • 2021
  • Recently, a new concept of a one-touch descending lifeline has been proposed to address the drawbacks of the conventional descending lifeline, which can be easily installed and quickly evacuated in the case of a fire emergency. All separate parts for escape are initially mounted in a box, and the link-type support is spread out of the window by pushing the handle attached to the box. In this study, the proposed double square linkage mechanism was redesigned, and its safety is verified by determining an appropriate moment of inertia of the link through finite element analysis using Abaqus. The shape and assembling method of the reel and speed controller were also modified such that the safety belt was simultaneously unfolded with link-type support. Finally, the feasibility of the proposed one-touch all-in-one descending lifeline was confirmed through fabrication.

모형 실험에 의한 터널 복공의 역학적 거동 및 균열 특성에 관한 연구 (Mechanical Behavior and Cracking Characteristics of Tunnel Lining by Model Experiment)

  • 이대혁;김영근;이희근
    • 터널과지하공간
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    • 제8권1호
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    • pp.53-66
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    • 1998
  • Considering the mechanical cracking in the concrete lining of tunnels occurring in relatively short period of time after the construction, there is a need for the study on the mechanical behavior and the cracking characteristics of double lining support system(shotcrete and concrete lining). For the proposed study, downscaled lining models of Kyung-Bu High Speed Railway tunnels were tested. Most longitudinal cracks at about 93 percentage developed within 30 arch degree from the vault. Cracking load was about 30 percentage of the failure load and the deflection under the cracking load was 10 percentage of the deflection under the failure load. The overbreak around the vault contributed to the reduction of the capacity for cracking and failure by the percentage greater than the reduced effective depth. Of several rock block types considered in this research, the triangular block was the most critical, and the right triangular block under eccentric load was secondly critical for the stability of the tunnel lining system. The dimensionless support reaction curves were derived from the experimental results for single and double lining. The general equation to compute the designed flexural moment was modified.

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