• 제목/요약/키워드: deflection line

검색결과 141건 처리시간 0.026초

Design and Implementation of Vibration Isolation System for Mobile Doppler Wind LIDAR

  • Song, Xiaoquan;Chen, Chao;Liu, Bingyi;Xia, Jinbao;Stanic, Samo
    • Journal of the Optical Society of Korea
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    • 제17권1호
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    • pp.103-108
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    • 2013
  • The operation of a Doppler wind LIDAR in a mobile environment is very sensitive to shocks and vibrations, which can cause critical failures such as misalignment of the optical path and damage to optical components. To be able to stabilize the LIDAR and to perform wind field measurements in motion, a shock absorption and vibration isolation system was designed and implemented. The performance of the vehicle-mounted Doppler wind LIDAR was tested in motion, first in a circular test route with a diameter of about 30 m and later in regular expressway traffic. The vibration isolation efficiency of the system was found to be higher than 82% in the main vibration area and shock dynamic deflection was smaller than maximal deflection of the isolator. The stability of the laser locking frequency in the same mobile environment before and after the vibration isolation system installation was also found to be greatly improved. The reliability of the vibration isolation system was confirmed by good results of the analysis of the LIDAR data, in particular the plane position indicator of the line of sight velocity and the wind profile.

빌트인 가전기기용 고 중량 도어힌지의 설계에 관한 연구 (Design of Heavy Weight Door Hinge for Built-in Appliances)

  • 최성대;변용근;김기만
    • 한국기계가공학회지
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    • 제20권7호
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    • pp.41-47
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    • 2021
  • In this study, the hinges of heavy weight doors were designed and analyzed in line with the trend that built-in appliances are becoming larger and the weight of doors is also increasing. The main specification of the heavy weight door hinge is to allow the deflection at the end of the door to be less than 2 mm when opening and closing, including the automatic closing, slow closing, and closing force control functions. The structural analysis of the design mechanism, component design, and methods for improving the deflection are as follows: 1) Mechanism of the automatic closing function should sense automatically using the spring compression force at a specific angle by the contact between the cam and the cam module roller. 2) Through structural analysis, the maximum stress of the door was found in the link pin hole connected to the pin at each link. 3) Consequently, the pin holder was designed and applied, with little variance, but up to 93% of the specification limit.

선상가열법에 의한 강판 가공의 가열선 결정 알고리즘 (A New Algorithm to Determine Heating Lines for Plate Forming by Line Heating Method)

  • 장창두;문성춘
    • 대한조선학회논문집
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    • 제35권2호
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    • pp.104-113
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    • 1998
  • 선박 생산 현장에서는 선체의 곡가공을 위해 선상가열법이 널리 사용되고 있다. 최근 선박 생산성 향상을 위하여 선상가열법에 의한 강판 곡가공 자동화 시스템에 대한 연구가 활발히 진행되고 있으나, 그 연구들은 주로 각각의 가정된 역학 모델을 도입하여 가열에 의한 판의 변형 거동을 해석하는 데에 집중되고 있고, 실제 곡면 가공에 이용될만한 실용성있는 가열선 결정 방법을 제시하는 것은 드물다. 본 논문에서는 선상가열 공정을 시뮬레이션하기 위해 새로운 가열선 결정 알고리즘을 제안한다. 이 알고리즘의 특징은 가공곡면과 목적곡면의 차이를 나타내는 변위차이곡면의 곡률을 계산하는 것이다. 몇 가지의 전형적인 곡면 형상에 대해 점검한 결과, 실용성과 적용 가능성을 확인하였다.

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다물체 동역학을 이용한 송전선의 슬릿점프 시뮬레이션 (Sleet Jump Simulation of Power Transmission Line by Using Multi-Body Dynamics)

  • 김지욱;손정현
    • 한국산업융합학회 논문집
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    • 제20권5호
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    • pp.431-439
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    • 2017
  • Since the power transmission line(PTL) passes through the high mountain and heavy snowfall region, it is necessary to keep the stability of the PTL. In this study, PTL is modeled as a mass-spring-damper system by using RecurDyn. The lumped mass model is verified by calculated from the simulation comparing the deflection analysis according to the sag and tension. In order to analyze the dynamic behavior of PTL, a damping coefficient for a multi-body model is derived by using the free vibration test and Rayleigh damping theory. Sleet jump simulation according to the region is performed. The maximum jump height, icing sag and amount of jump are confirmed. Also, the amount of jump and the reaction force at the supporting point according to the tension and load of ice are analyzed, respectively. As a result, it is noted that the amount of jump and reaction force are influenced more by the load of ice than by the tension of PTL.

Beam line design and beam transport calculation for the μSR facility at RAON

  • Pak, Kihong;Park, Junesic;Jeong, Jae Young;Kim, Jae Chang;Kim, Kyungmin;Kim, Yong Hyun;Son, Jaebum;Lee, Ju Hahn;Lee, Wonjun;Kim, Yong Kyun
    • Nuclear Engineering and Technology
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    • 제53권10호
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    • pp.3344-3351
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    • 2021
  • The Rare Isotope Science Project was launched in 2011 in Korea toward constructing the Rare isotope Accelerator complex for ON line experiments (RAON). RAON will house several experimental systems, including the Muon Spin Rotation/Relaxation/Resonance (μSR) facility in High Energy Experimental Building B. This facility will use 600-MeV protons with a maximum current of 660 pμA and beam power of 400 kW. The key μSR features will facilitate projects related to condensed-matter and nuclear physics. Typical experiments require a few million surface muons fully spin-polarized opposite to their momentum for application to small samples. Here, we describe the design of a muon transport beam line for delivering the requisite muon numbers and the electromagnetic-component specifications in the μSR facility. We determine the beam-line configuration via beam-optics calculations and the transmission efficiency via single-particle tracking simulations. The electromagnet properties, including fringe field effects, are applied for each component in the calculations. The designed surface-muon beamline is 17.3 m long, consisting of 2 solenoids, 2 dipoles affording 70° deflection, 9 quadrupoles, and a Wien filter to eliminate contaminant positrons. The average incident-muon flux and spin rotation angle are estimated as 5.2 × 106 μ+/s and 45°, respectively.

DDInSAR 영상을 이용한 남극 로스 빙붕의 조위변형과 물성 분석 (Analysis of Tidal Deflection and Ice Properties of Ross Ice Shelf, Antarctica, by using DDInSAR Imagery)

  • 한수정;한향선;이훈열
    • 대한원격탐사학회지
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    • 제35권6_1호
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    • pp.933-944
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    • 2019
  • 이 연구에서는 영상레이더(synthetic aperture radar; SAR) 이중차분간섭기법(Double-Differential Interferometric SAR; DDInSAR)을 이용하여 남극 로스 빙붕(Ross Ice Shelf)의 동쪽(A지역)과 서쪽(B지역)에 위치한 육지 경계부 지역의 조위변형을 분석하고, 조위예측 모델의 정밀도와 빙붕의 영률(Young's modulus) 추정을 위해 2015-2016년에 획득된 총7장의 Sentinel-1A SAR 영상을 획득하였다. 먼저, 남극 로스해(Ross Sea)에 대한 대표적인 조위예측 모델인 Ross Sea Height-based Tidal Inverse (Ross_Inv) 모델과 DDInSAR영상에서 추출된 빙붕의 조위변형을 비교한 결과, 모델의 조위예측 오차는 동쪽에서는 3.86 cm로 분석되었으며 조위모델에서 역기압효과가 필수적으로 보정되어야 함을 확인하였다. 그러나 서쪽에서는 역기압효과 보정 후에도 큰 오차가 발생하여 조위모델이 부정확할 수 있음을 확인했다. 또한, 조위변형이 나타나는 힌지 영역(hinge zone)의 폭과 얼음두께의 상관성을 나타내는 1차원 탄성 보 모델에 의거하여 얼음의 영률을 계산하였다. 이를 위해 DDInSAR 영상에서 조위에 의한 변위가 나타나기 시작하는 곳을 지반선(grounding line)으로, 조위에 의한 최대변위가 나타나는 지점을 힌지선(hinge line)으로 새롭게 정의했고, 이두선 사이를 힌지 영역으로 정의했다. 반무한 평면체를 가정한 1차원 탄성 보 모델에 의하면 힌지 영역의 폭은 얼음두께의 0.75승에 정비례한다. DDInSAR에서 나타나는 힌지 영역 중 지반선과 힌지선이 직선에 가까운 지역에서 힌지 영역의 폭을 측정하였고, 이를 BEDMAP2 얼음 두께의 0.75승과의 선형 회귀 분석을 통해 로스 빙붕 동쪽과 서쪽 힌지 영역의 영률을 1.77±0.73 GPa로 추정할 수 있었다. 이러한 방법으로 향후 Sentinel-1 영상이 축적되면 더 정밀한 영률을 추정할 수 있을 것으로 기대된다.

상자형 복부판의 좌굴 거동에 관한 연구 (A Study on the Buckling Behavior of the Web of Box Girders)

  • 이상우;권영봉
    • 한국강구조학회 논문집
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    • 제9권1호통권30호
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    • pp.37-49
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    • 1997
  • The buckling behavior of the web of steel girders are largely dependent on the size and the location of stiffeners and the restraining effect of top and bottom flanges. Elastic and inelastic buckling analyses based or the Spline Finite Strip Method were executed to study the stiffening effect of the longitudinal stiffener on the web of box girders and to find how the top and bottom flanges had effects on the web, where geometric boundary conditions were limited by both hinged, both fixed and the flange sections. The basic assumption for the longitudinal end boundary conditions was that the vertical stiffeners had the rigidity enough to force nil deflection line on the web panel so that the junction line between web and vertical stiffener was assumed to be hinged boundary conditions. The provisions on the longitudinal stiffener of the plate and box girders of the Korean Standard Highway Bridge Specifications(1995) and AASHTO Specifications(1994 LRFD) were compared with the results obtained numerically for the various longitudinal stiffener size of box girders. Simple equations and design curves for the longitudinal stiffener of the web were proposed for the practical use.

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Tilting 상태인 테이퍼 로울러의 탄성유체윤활 해석 (Elastohydrodynamic Lubrication Analysis of a Tilted Tapered Roller)

  • 박태조
    • Tribology and Lubricants
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    • 제31권4호
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    • pp.177-182
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    • 2015
  • Tapered roller bearings are widely used in equipment where high combined thrust and radial loads are experienced. A certain amount of tilting between the tapered rollers and the races always occurs because of bending moment load conditions and shaft deflection. It is now well understood that a coherent elastohydrodynamic lubrication (EHL) film separates the rollers and races. In spite of extensive study on EHL problems for over half a century, relatively few studies have focused on the finite line contacts problem. This study presents a complete numerical analysis of the effects of roller tilting on the EHL characteristics in a tapered roller bearing. We systematically analyze this highly nonlinear problem using finite differences with fully non-uniform grids and the Newton-Raphson method. Detailed EHL pressure distributions and film shapes are presented under moderate loads and material parameters. A very small roller tilting significantly affects the pressure distributions and film shapes near both ends of the roller. Moreover, the effect of tilting on the EHL characteristics at the small end is much greater than that at the large end. Therefore, in designing optimum profiles for tapered roller bearings, the profile radius should be larger at the small end.

Behavior of reinforced sustainable concrete hollow-core slabs

  • Al-Azzawi, Adel A.;Shallal, Mustafa S.
    • Advances in concrete construction
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    • 제11권4호
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    • pp.271-284
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    • 2021
  • This study aims to trace the response of twelve one-way sustainable concrete hollow-core slabs made by reducing cement content and using replacement of coarse aggregate by plastic aggregate. The trial mixes comprise the 25, 50, 75, and 100% replacement of natural coarse aggregate. The compressive strength of the resulting lightweight concrete with full replacement of coarse aggregate by plastic aggregate was 28 MPa. These slabs are considered to have a reduced dead weight due to using lightweight aggregate and due to reducing cross-section through using voids. The samples are tested under two verticals line loads. Several parameters are varied in this study such as; nature of coarse aggregate (natural or recycled), slab line load location, the shape of the core, core diameter, flexural reinforcement ratio, and thickness of the slab. Strain gauges are used in the present study to measure the strain of steel in each slab. The test samples were fourteen one-way reinforced concrete slabs. The slab's dimensions are (1000 mm), (600 mm), (200 mm), (length, width, and thickness). The change in the shape of the core from circular to square and the use of (100 mm) side length led to reducing the weight by about (46%). The cracking and ultimate strength is reduced by about (5%-6%) respectively. With similar values of deflection. The mode of failure will remain flexural. It is recognized that when the thickness of the slab changed from (200 mm to 175 mm) the result shows a reduction in cracking and ultimate strength by about (6% and 7%) respectively.

소성 역변형법을 이용한 박판 평 블록의 용접변형 제어 (Control of Welding Distortion for Thin Panel Block Structure Using Plastic Counter-Deforming Method)

  • 김상일
    • 한국해양공학회지
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    • 제23권2호
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    • pp.87-91
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    • 2009
  • The welding distortion of a hull structure in the shipbuilding industry is inevitable at each assembly stage. The geometric inaccuracy caused by welding distortion tends to preclude the introduction of automation and mechanization and requires additional man-hours for adjustment work during the following assembly stage. To overcome this problem, a distortion control method should be applied. For this purpose, it is necessary to develop an accurate prediction method that can explicitly account for the influence of various factors on the welding distortion. The validity of this prediction method must also be clarified through experiments. For the purpose of reducing the weld-induced bending deflection, this paper proposes the plastic counter-deforming method (PCDM), which uses line heating as the optimum distortion control method. The validity of this method was substantiated by a number of numerical simulations and actual measurements.