• Steel and Composite Structures
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• 제25권5호
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• pp.571-579
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• 2017

The grid structure with bolt-sphere joints is widely adopted by industrial plants with suspending crane. The alternating reciprocating action of the suspending crane will cause fatigue problems of the grid structure with bolt-sphere joints with respect to the rod, the cone, the sealing plate, the bolt ball and the high strength bolt; while the fatigue of the high strength bolt is the key issue of fatigue failure. Based on efficient and smooth loading equipment with the AMSLER fatigue testing machine, this paper conducted a constant amplitude fatigue test on 18 M20 and 14 M30 high strength bolts with 40Cr material, and obtained 19 valid failure points, 9 unspoiled points with more than 2 million cycles, and 4 abnormal failure points. In addition, it established the constant amplitude fatigue design method, ${[{\Delta}{\sigma}]_{{2{\times}10}}{^6=58.91MPa}$, and analyzed the stress concentration and the fatigue fracture of high strength bolts. It can be explained that the geometrical stress concentration of high-strength bolt caused by spiral burr is severe.

• 한국산학기술학회논문지
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• 제9권6호
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• pp.1607-1613
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• 2008

마이크로 칼럼 기술을 응용한 초소형 자유전자 레이저 모듈의 특성을 연구하였다. 초소형 자유전자 레이저는 전자 방출원과 방사광 발생 장치로 나뉜다. 방사광 발생 장치는 위글러(wiggler)라 불리는데 그리드(grid) 판으로 구성되어 있다. 전자가 위글러를 지나갈 때 규칙적으로 배열된 그리드에 인가된 전압에 의하여 전자의 궤적이 사인(sinusoidal) 함수 모양으로 주기적으로 변하여 방사광을 발생시킨다. 본 연구에서는 초소형 자유전자 레이저 위글러의 매개 변수에 따른 전자빔 궤적을 전산모사를 이용하여 분석하였다. 쌍을 이루는 위글러 간격, 그리드의 폭, 깊이, 주기, 그리고 그리드에 인가된 전압이 전자빔에 미치는 효과를 조사하였다.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2004년도 춘계 학술대회논문집
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• pp.214-219
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• 2004

The HANARO, a multi-purpose research reactor of 30 MWth, open-tank-in-pool type, has been under normal operation since its initial criticality in February, 1995. The HANARO is composed of inlet plenum, grid plate, core channel with flow tubes and chimney. The reactor core channel is located at about twelve m (12 m) depth of the reactor pool and cold by the upward flow that the coolant enters the lower inlet of the plenum, rises up through the grid plate and the core channel and exit through the outlet of chimney. A guide tube is extended from the reactor core to the top of the reactor chimney for easily un/loading a target under the reactor normal operation. But active coolant through the core can be Quickly raised up to the top of the chimney through the guide tube by jet flow. This paper is described an analytical analysis to study the flow behavior through the guide tube under reactor normal operation and unloading the target. As results, it was conformed through the analysis results that the flow rate, about fourteen kilogram per second (14 kg/s) suppressed the guide tube jet and met the design cooling flow rate in a circular flow tube, and that the fission moly target cooling flow rate met the minimum flow rate to cool the target.

• 한국전산유체공학회지
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• 제10권2호
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• pp.1-6
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• 2005

The HANARO, a multi-purpose research reactor of 30 MWth, open-tank-in-pool type, has been under normal operation since its initial criticality in February, 1995. The HANARO is composed af inlet plenum, grid plate, core channel with flow tubes and chimney. The reactor core channel is located at about twelve meters (12 m) depth of the reactor pool and cooled by the upward flow that the coolant enters the lower inlet of the plenum, rises up through the grid plate and the core channel and comes out from the outlet of chimney. A fission moly guide tube is extended from the reactor core to the top of the reactor chimney for easily loading a fission moly target under the reactor normal operation. But active coolant through the core can be quickly raised up to the top of the chimney through the guide tube by jet flow. This paper describes an analytical analysis that is the study of the flow behavior through the guide tube under reactor normal operation and unloading the target. As results, it was conformed through the analysis results that the flow rate, reduced to about fourteen kilogram per second (14 kg/s) from the original flow rate of sixteen point three kilogram per second (16.3 kg/s) did not show the guide tube jet.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 춘계학술대회
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• pp.1835-1840
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• 2004

The HANARO, a multi-purpose research reactor of 30 MWth, open-tank-in-pool type, has been under normal operation since its initial criticality in February, 1995. The HANARO is composed of inlet plenum, grid plate, core channel with flow tubes and chimney. The reactor core channel is located at about twelve meters (12 m) depth of the reactor pool and cooled by the upward flow that the coolant enters the lower inlet of the plenum,. rises up through the grid plate and the core channel and comes out from the outlet of chimney. A guide tube is extended from the reactor core to the top of the reactor chimney for easily un/loading a target under the reactor normal operation. But active coolant through the core can be quickly raised up to the top of the chimney through the guide tube by a jet flow. This paper describes an analytical analysis that is the study of the flow behavior through the guide tube under reactor normal operation and unloading the target. As results, it was conformed through the analysis results that the guide jet is suppressed under the top of the chimney after modifying the orifice diameter of 37.5 mm to 31 mm.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2004년도 춘계학술발표대회 논문집
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• pp.13-17
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• 2004

In recent years, the deterioration of reinforced concrete structures has become a serious problem in civil engineering fields. This situation is mainly due to corrosion of steel reinforcing bars embedded in concrete. Recently, there has been a greatly increased demand for the use of FRP (fiber reinforced plastic) in civil engineering field due to their superior mechanical and physical properties. This paper presents an experimental study on the behavior of concrete bridge deck reinforced with FRP Box, FRP Plate, and FRP Re-bar. In tlIe study, mechanical properties of FRP Box, FRP Plate, GFRP Re-bar, and CFRP Grid have been investigated. Full scale one-way deck slab was tested under four point lateral load (equivalent to actual wheel load of DB-24 including impact). Load-deflection and load-strain data were collected through LVDT's and strain gages attached to the specimen.

• Coupled systems mechanics
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• 제11권4호
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• pp.357-371
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• 2022

This paper presents a parametric study on the free vibration analysis of a functionally graded material (FGM) circular plate with non-uniform thickness resting on a variable Pasternak elastic foundation. The mechanical properties of the material vary in the transverse direction through the thickness of the plate according to the power-law distribution to represent the constituent components. The equation of motion of the circular plate has been carried out based on the classical plate theory (CPT), and the differential quadrature method (DQM) is employed to solve the governing equations as a semi-analytical method. The grid points are chosen based on Chebyshev-Gauss-Lobatto distribution to achieve acceptable convergence and better accuracy. The influence of geometric parameters, variable elastic foundation, and functionally graded variation for clamped and simply supported boundary conditions on the first three natural frequencies are investigated. Comparisons of results with similar studies in the literature have been presented and two-dimensional mode shapes for particular plates have been plotted to illustrate the effect of variable thickness profile.

• 한국구조물진단유지관리공학회 논문집
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• 제16권5호
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• pp.68-77
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• 2012

기존의 격자형 강합성 바닥판 이음부 상세는 후크형태의 철근 겹침이음 및 채움 콘크리트로 구성된다. 본 연구에서는 콘크리트 전단키와 고장력볼트로 구성된 이음부 형식에 대해 콘크리트 전단키 보강 유무를 실험변수로 휨성능평가 실험을 하였고, 그 결과를 기존 철근겹침 이음부의 휨성능과 비교 평가함으로써 기계적 연결방법에 의한 이음부 형식의 적용 가능성을 검토하였다. 실험결과의 비교 분석에 의하면, 기계적 연결방식에 의한 이음부의 최대내력이 약 30% ~ 60% 정도 더 큰 것으로 나타나서 강도 측면에서 더 우수함을 확인하였다. 모멘트-곡률 관계로부터 구한 휨강성을 비교해 보면, 철근겹침 이음부의 경우 초기 거동에서는 비교적 더 우수한 거동을 보였으나, 콘크리트 균열파괴가 발생한 이후에는 다소 급격한 단면성능의 감소를 보였다. 한편, 콘크리트 전단키의 강판 보강 유무에 따른 변수 분석 결과에 의하면 강판 보강구조가 최대내력 향상 및 휨강성 증가에 효과적임을 확인할 수 있었다.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2021년도 추계학술대회
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• pp.262-265
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• 2021

본 연구 목표는 조류 둥지에 의한 전신주 내의 사고를 사전에 방지하기 위해 전신주 중 둥지 설치가 가능한 공간 내에 센싱을 통해 조류가 둥지를 짓어 알을 낳기 전에 제거하기 위한 센서 노드 개발에 있다. 조류 둥지를 인식하기 위해서는 최초 설치하였을 때의 거리 측정 값과 이 후 측정되는 거리 값의 변화에 따라 예측 가능한 솔루션에 있다. 본 논문에서는 콘크리트, 철판, 나무, 비닐봉지를 대상으로 적외선을 설계하고 시험하였다. 전신주 내에 놓일 수 있는 물체를 대상으로 실험하여, 각 각의 분광 반사율에 의해 감지되는 분광을 포토다이오드를 통한 값의 표준 편차 그래프를 통해 물체의 대상을 예측하며, 거리 측정이 가능하게 되었다. 본 실험 결과로서 적외선 센서를 통해 전신주 내의 위험물에 대한 대상 정보(콘크리트, 철판, 나무, 비닐봉지)를 습득하게 되고 전력망 모니터링을 통해 안전한 전력망 구축과 자연과 상생 가능한 환경에 이바지 할 것으로 예측된다.

• 대한기계학회논문집B
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• 제27권2호
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• pp.147-154
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• 2003

A three-dimensional numerical analysis of the flow and heat transfer characteristic of wood-flour-filled polypropylene melt in an extrusion die was carried out. Used for this analysis were Finite Concept Method based on FVM, unstructured grid and non-Newtonian fluid viscosity model. Temperature and flow fields are closely coupled through temperature dependent viscosity and viscous dissipation. With large Peclet, Nahme, Brinkman numbers, viscous heating caused high temperature belt near die housing. Changing taper plate thickness and examining some predefined parameters at die exit investigated the effect of taper plate on velocity and temperature uniformities. In the presence of taper plate, uniformity at die exit could be improved and there existed an optimum thickness to maximize it.