• Title/Summary/Keyword: Box Model

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NC선반 기어박스의 기어열 - 축계 진동해석 (Vibration Analysis of a Gear Train - Spindle System for an NC Lathe Gear Box)

  • 최영휴;박선균;배병태;정택수;김청수
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2000년도 추계학술대회논문집 - 한국공작기계학회
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    • pp.216-221
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    • 2000
  • In this study, two mathematical models are first constructed to analyze vibration characteristics of a gear train - spindle system of an NC lathe gear box. One is a lumped parameter model which is used for calculating natural frequencies of the torsional vibration, the other is a finite element model for analyzing lateral vibration and critical speeds of the spindle system. In addition, this study examines some possible resonance conditions such as gear mesh frequencies, 1X shaft rpm frequencies over whole operating speed range, and so on. The results may be helpful to design a machine tool gear box with low noise and vibration.

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하나로 원자로 수조내 사각보의 동특성 평가 (Evaluation of Dynamic Characteristics of the Box Beam of HANARO Reactor Pool)

  • 김성호;단호진;류정수
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 추계학술대회논문집
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    • pp.525-525
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    • 2005
  • This study is for the seismic analysis and the structural integrity evaluation of the box beam for supporting nuclear fuel-transfer-basket of the HANARO reactor pool. For performing the seismic analysis and evaluating the structural integrity in air or submerged condition, the finite element model of the fuel-transfer-basket and its supporting box beam(the coupled model) was developed. The hydrodynamic effect is also considered by using added mass concept. The seismic response spectrum analyses of the coupled model under the design floor response spectrum loads of Safe Shutdown Earthquake(SSE) were performed. Through the numerical experiments, the analysis results show that the stress values of the coupled model lot the structural integrity are within the ASME Code limits.

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Bounding Box CutMix와 표준화 거리 기반의 IoU를 통한 재활용품 탐지 (Recyclable Objects Detection via Bounding Box CutMix and Standardized Distance-based IoU)

  • 이해진;정희철
    • 대한임베디드공학회논문지
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    • 제17권5호
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    • pp.289-296
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    • 2022
  • In this paper, we developed a deep learning-based recyclable object detection model. The model is developed based on YOLOv5 that is a one-stage detector. The deep learning model detects and classifies the recyclable object into 7 categories: paper, carton, can, glass, pet, plastic, and vinyl. We propose two methods for recyclable object detection models to solve problems during training. Bounding Box CutMix solved the no-objects training images problem of Mosaic, a data augmentation used in YOLOv5. Standardized Distance-based IoU replaced DIoU using a normalization factor that is not affected by the center point distance of the bounding boxes. The recyclable object detection model showed a final mAP performance of 0.91978 with Bounding Box CutMix and 0.91149 with Standardized Distance-based IoU.

고속전철 PSC 박스거더 교량의 횡방향 해석 (Transverse Analysis of Prestressed Concrete Box Girder High-Speed Railway Bridges)

  • 김병석;김영진;박성용
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 1998년도 추계학술대회 논문집
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    • pp.47-53
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    • 1998
  • Many kinds of methods have been developed to carry out transverse analysis of prestressed concrete(PSC) box girder bridges. However, most bridge engineers only use the simple frame model to analyze PSC box girder in transverse direction because of its simplicity and easy usage. But, this frame model has many problems such that it can't consider warping, distortion and longitudinal load distribution. In this study, the results from simple frame model and 3-dimensional shell model with UIC load are compared to show its validity. The results from frame model are slightly larger than those of shell model in symmetric loading case. But, positive bending moment of top slab is larger in shell model than frame model in case subject to anti-symmetric loading. It shows that simple frame model can't always give conservative results, so a practical tool whose treatment is easy and whose product is reliable shall be developed as soon as possible.

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편의점 프리미엄 도시락에 대한 소비가치가 태도 및 행동의도에 미치는 영향 (Effect of Consumption Values on Attitude and Behavioral Intentions toward a Premium Lunch Box at a Convenience Store)

  • 백승희;김영신
    • 한국식품영양학회지
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    • 제30권2호
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    • pp.326-335
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    • 2017
  • This study investigates what consumption values affect attitude and behavioral intentions toward a premium lunch box at a convenience store using VAB(Value-Attitude-Behavior) model. The main survey was conducted by a research company by means of an online survey in the form of a self-administered questionnaire. The samples were limited to customers who had tried the premium lunch box before. The survey was conducted in October 2016. The collected data were analyzed by using SPSS 21.0 for Windows and AMOS 21.0. A structural equation model(SEM) was used to verify the proposed relationships among the study variables. Three factors representing the value of the premium lunch box were identified: social & functional value, economic value, and epistemic value. The finding showed that these values had a positive effect on attitude toward the premium lunch box and that attitude had a positive effect on behavioral intentions.

Effect of windshields on the aerodynamic performance of a four-box bridge deck

  • Chen, Xi;Dragomirescu, Elena
    • Wind and Structures
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    • 제31권1호
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    • pp.31-41
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    • 2020
  • A new type of bridge deck section consisting of four-box decks, two side decks for vehicular traffic lanes and two middle decks for railway traffic, has been experimentally investigated for determining its aerodynamic properties. The eight flutter derivatives were determined by the Iterative Least Squares (ILS) method for this new type of four-box deck model, with two windshields of 30 mm and 50 mm height respectively. Wind tunnel experiments were performed for angles of attack α = ±6°, ±4°, ±2° and 0° and Re numbers of 4.85×105 to 6.06×105 and it was found that the four-box deck with the 50 mm windshields had a better aerodynamic performance. Also, the results showed that the installation of the windshields reduced the values of the lift coefficient CL for the negative angles attack in the range of -6° to 0°, but the drag coefficient CD increased in the positive angle of attack range. However, galloping instability was not encountered for the tested reduced wind speeds, of up to 9.8. The aerodynamic force coefficients and the flutter derivatives for the four-box deck model were consistent with the results reported for the Messina triple-box bridge deck, but were different from those reported for the twin-box bridge decks.

The nose-up effect in twin-box bridge deck flutter: Experimental observations and theoretical model

  • Ronne, Maja;Larsen, Allan;Walther, Jens H.
    • Wind and Structures
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    • 제32권4호
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    • pp.293-308
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    • 2021
  • For the past three decades a significant amount of research has been conducted on bridge flutter. Wind tunnel tests for a 2000 m class twin-box suspension bridge have revealed that a twin-box deck carrying 4 m tall 50% open area ratio wind screens at the deck edges achieved higher critical wind speeds for onset of flutter than a similar deck without wind screens. A result at odds with the well-known behavior for the mono-box deck. The wind tunnel tests also revealed that the critical flutter wind speed increased if the bridge deck assumed a nose-up twist relative to horizontal when exposed to high wind speeds - a phenomenon termed the "nose-up" effect. Static wind tunnel tests of this twin-box cross section revealed a positive moment coefficient at 0° angle of attack as well as a positive moment slope, ensuring that the elastically supported deck would always meet the mean wind flow at ever increasing mean angles of attack for increasing wind speeds. The aerodynamic action of the wind screens on the twin-box bridge girder is believed to create the observed nose-up aerodynamic moment at 0° angle of attack. The present paper reviews the findings of the wind tunnel tests with a view to gain physical insight into the "nose-up" effect and to establish a theoretical model based on numerical simulations allowing flutter predictions for the twin-box bridge girder.

담수호의 수질예측 및 부영양화 방지에 관한 연구 (A Study on Water Quality Modeling and Control of Eutrophication for Estuary Reservoir)

  • 권순국;유명진;방기웅;고덕구
    • 대한토목학회논문집
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    • 제10권4호
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    • pp.159-171
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    • 1990
  • 본 연구의 목적은 담수호에 적합한 Multiple Box모형을 개발, 적용하여 장기 수질예측을 할 수 있도록 하므로써 담수호에서의 수질관리 방안을 제시하는데 있다. 모형은 수문 부모형과 수질 부모형으로 구성되어 있으며, 수질 부모형에서 고려한 수질항목은 수온, Chlorophyll-a, BOD, DO, N과 P 등이었다. 본 모형의 적용은 아산호를 대상으로 시행하였으며, 호의 수문환경조건을 고려하여 호를 상층은 2개의 Box, 하층은 1개의 Box 등 총 3개의 box로 분할하였다. 수질예측모형을 아산호에 적용한 결과 대체로 장기적 수질변화추세를 잘 나타내고 있는 것으로 평가되었다. 개발된 수질모형의 미래의 오염부하량을 입력하여 수질개선 방안들을 비교한 결과, Chlorophyll-a의 경우 무린세제의 도입이, BOD와 T-N의 경우 고도하수처리시, T-P의 경우 축산폐수의 저감시 각각 효과가 큰 것으로 평가되었다.

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강박스 거더교의 FE 모델 개선을 위한 평균값 반복 신경망 (MINNs for FE model updating of a steel box girder bridge)

  • 트위 둥;취 진타오;김두기;구기영
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2011년도 정기 학술대회
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    • pp.57-60
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    • 2011
  • Updating model parameters are required in order to simulate the actual behavior of the dynamic structure. A new strategy, mean-iterative neural networks (MINNs) has been proposed in this paper for model parameter updating of a steel box girder bridge. With new strategy for structural dynamic model updating, it offers many advantages such as potential savings of computational effort, more consistent in reaching convergence. The dynamic response obtained from the experimental test on a two span continuous bridge is used as the target for model updating. And the presented algorithm is applied to update the model parameters. These results show a good possible of using MINNs in practice for dynamic model updating.

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Investigation of residual stresses of hybrid normal and high strength steel (HNHSS) welded box sections

  • Kang, Lan;Wang, Yuqi;Liu, Xinpei;Uy, Brian
    • Steel and Composite Structures
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    • 제33권4호
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    • pp.489-507
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    • 2019
  • In order to obtain high bearing capacity and good ductility simultaneously, a structural column with hybrid normal and high strength steel (HNHSS) welded box section has been developed. Residual stress is an important factor that can influence the behaviour of a structural member in steel structures. Accordingly, the magnitudes and distributions of residual stresses in HNHSS welded box sections were investigated experimentally using the sectioning method. In this study, the following four box sections were tested: one normal strength steel (NSS) section, one high strength steel (HSS) section, and two HNHSS sections. Based on the experimental data from previous studies and the test results of this study, the effects of the width-to-thickness ratio of plate, yield strength of plate, and the plate thickness of the residual stresses of welded box sections were investigated in detail. A unified residual stress model for NSS, HSS and HNHSS welded box sections was proposed, and the corresponding simplified prediction equations for the maximum tensile residual stress ratio (${\sigma}_{rt}/f_y$) and average compressive residual stress ratio (${\sigma}_{rc}/f_y$) in the model were quantitatively established. The predicted magnitudes and distributions of residual stresses for four tested sections in this study by using the proposed residual stress model were compared with the experimental results, and the feasibility of this proposed model was shown to be in good agreement.