• 한국강구조학회 논문집
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• 제14권6호
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• pp.691-699
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• 2002

본 논문에서는 수직 및 수평 브레이싱을 생략하고 I-형 거더를 가로보만으로 연결한 다주형 강합성 플레이트거더교 형식에서 가로보의 적정 배치 간격 및 소요 휨강성의 산정을 위한 연구를 수행하였다. 이를 위해 지간 40m의 단순교와 40+50+40m의 2차로 4주형 연속교를 예제교량으로 시산 설계하였다. 본 교량에 대해 중간가로보의 배치 간격과 휨강성를 매개변수로 하여 합성전 후 고정하중, 활하중 및 지진하중을 포함하는 설계하중에 대한 응력 해석을 수행한 후 강재 주형 및 라로보의 격자구조에 대해 합성전 고정하중을 고려한 재료-기하비선형해석으로부터 횡비틀림 좌굴강도를 평가하였다. 이상의 두 가지 국면 해석 결과를 토대로 단부 및 중간가로보의 적정 배치 간격과 소요 휨강성을 제안하였다.

• Wind and Structures
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• 제25권3호
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• pp.283-299
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• 2017

Two types of aerodynamic admittance function (AAF) that have been adopted in bridge aerodynamics are addressed. The first type is based on a group of supposed relations between flutter derivatives and AAFs. In so doing, the aero-elastic properties of a section could be used to determine AAFs. It is found that the supposed relations hold only for cases when the gust frequencies are within a very low range. Predominant frequencies of long-span bridges are, however, far away from this range. In this sense, the AAFs determined this way are of little practical significance. Another type of AAFs is based on the relation between the Theodorsen circulation function and the Sears function, which holds for thin airfoil theories. It is found, however, that an obvious illogicality exists in this methodology either. In this article, a viewpoint is put forward that AAFs of bluff bridge deck sections are inherently dependent on oncoming turbulent properties. This kind of dependence is investigated with a thin plate and a double-girder bluff section via computational fluid dynamics method. Two types of wind fluctuations are used for identification of AAFs. One is turbulent wind flow while the other is harmonic. The numerical results indicate that AAFs of the thin plate agree well with the Sears AAF, and show no obvious dependence on the oncoming wind fields. In contrast, for the case of bluff double-girder section, AAFs identified from the turbulent and harmonic flows of different amplitudes differ among each other, exhibiting obvious dependence on the oncoming wind field properties.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2003년도 추계학술발표대회 논문집
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• pp.171-174
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• 2003

The Special orthotropic plate theory is used for analysis of panels made of steel girders and cross-beams, and made of reinforced concrete. The cross-sections of girders and cross-beams are WF types. The result is compared with that of the beam theory. According to the numerical examination given in this paper, the result by the plate theory is 2.43 times stiffer than that of beam theory, The result for the concrete slab in given for the practicing engineers.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 춘계학술대회 논문집
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• pp.706-711
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• 2005

From the using CWR (Continuously Welded Rail) on steel plate girder bridges without ballast, axial forces are occurred from a temperature on CWR and girders. Because of the additional axial forces, studies in order to CWR and developments of devices are proceeding. The track system of steel plate girder bridges is poor. When CWR is used for the system, the resistance on sleepers is increased from a temperature. So it is increasing an effect on CWR and, for solving the effect, longitudinal forces for buckle are being decreased. It is possible that opposite cases can be happened and it is also compared and studied. Therefore, we present a reasonable model for analyzing CWR within the property of steel plate girder railway bridges in Korea. Furthermore, the results analyzed for stability is compared and evaluated with tests. Finally, a reasonable method for the installation of CWR on bridges without ballast is suggested.

• 한국자동차공학회논문집
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• 제9권4호
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• pp.204-213
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• 2001

This paper develops the compliance approach to the problem of load sharing between a cracked plate and a cover plate used to bridge the crack. The theory is validated by using calculated stress intensity factors for the covered and uncovered cases and by using stop hole method to reduce experimentally observed growth rates to a common base. Calculations are then made on the effect of cover plate width on fatigue crack retardation in order to demonstrate the predictive capability of the technique.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2005년도 추계학술대회 논문집
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• pp.472-475
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• 2005

In this study, the equivalent physical properties of the shield-slot plate that has a lot of very tiny bridge shape structures on its plane were determined by tensile tests and structural analyses. With those results in hand, numerical analyses for the deflection profile by gravity effect were carried out to compare with experimental results. The two results were shown coincident very well so that the estimated equivalent physical properties were verified enough for further studies such as curvature reduction for the shield-slot plate.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1992년도 봄 학술발표회 논문집
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• pp.137-142
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• 1992

The purpose of this study is to develop a new structural system for precast deck plate bridge. In order to investigate load distribution and composite effects by connecting diaphragms and precast deck plate to main girder with shear keys, computer analysis with F.E.M S/W package program ADINA was carried out. As results of analysis, the following could be concluded : -The distance between diaphragms with6m is suficient for crossing load distribution effects. -The composite effects by connection deck plate to main girder with shear key is reasonable. -The gap between deck plate and main girder under given load is negligible.

• 한국공간구조학회논문집
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• 제4권4호
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• pp.137-144
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• 2004

Recently, as steel structures become higher and more long-spanned, application of high-strength steels is increasing gradually. However, criteria and example for design of high-strength steel are not built up. exiting criteria for structural steels is not proper for economical design of high-strength steel. Moreover, exiting criteria will be decrease the fatigue performance of steel bridge using high-strength steel. Therefore, criterion for application of high-strength steel must be established. In this paper, the behavior of plate girder using high-strength vertical stiffeners was clarified by carrying out layer elastic-plastic finite element analysis using finite deformation theory. In order to optimize the design and construction of plate girder using high-strength vertical stiffener, criterion for application of high-strength vertical stiffener is proposed.

• 한국공간구조학회논문집
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• 제7권4호
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• pp.63-72
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• 2007

국내외적으로, 특히 중국에서 철강산업의 수요증대로 철판의 가격이 다른 재료에 비하여 급격하게 상승되고 있다. 열연 코일로부터 만들어지는 HR Plate는 후판에 비하여 가격이 저렴하다. 본 연구에서는 HR Plate의 재료특성을 검토하고, 강교에서 부부재와 주부재로서 HR Plate의 적용성을 연구하였다. 연구결과 일반 후판과 HR Plate는 두께 22mm까지 절단, 조립성, 용접 등의 특성에 있어서 차이가 없었다. 강박스교량의 부부재로서 사용율과 손실율은 각각 $10{\sim}15%,\;10{\sim}l5%$로 조사되었다.

• 한국산학기술학회논문지
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• 제20권11호
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• pp.520-526
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• 2019

플레이트 거더교에서 I형은 매우 경제적인 단면으로 넓게 적용되고 있으며 지금까지 복합적층의 패널, 폐단면 리브로 보강된 곡판, 새로운 형태의 리브, 새로운 형식의 강박스거더 압축플랜지 개발 등의 좌굴거동에 대한 연구가 활발히 진행되었다. 하지만 이는 I형 거더의 복부판에서 발생한 국부좌굴의 원인을 정확하게 분석하는데 한계가 있었다. 따라서 본 논문에서는 실제 적용된 I형 거더의 복부판이 도로교설계기준에서 제시하는 최소두께 기준의 만족여부와 보강전과 후에 대하여 유한요소해석 프로그램 LUSAS 17.0을 사용하여 모델링하고 고정하중과 활하중에 대한 선형탄성 좌굴 해석을 수행 후 좌굴발생의 원인을 분석하였다. 보강 전은 1mode의 고유치(λ₁) 값이 0.7025로 임계좌굴하중이 작용하중보다 작아 좌굴이 발생하였지만 보강 후는 거더 지점부의 복부판에 수직 및 수평보강재를 추가함에 따라 여기에 Nodal line이 형성되고 좌굴에 대한 저항강도가 증가하여 1mode의 고유치(λ₁) 값이 1.5272로 좌굴하중에 대한 안정성을 확보한 것으로 분석되었다. 또한 지점부의 좌굴 흔적을 개선하기 위해 복부판의 일부에 덧댐판을 추가한 보강방안에 대한 좌굴해석 결과 1mode의 좌굴이 복부판의 지점부가 아닌 중앙부에서 발생하였고 고유치(λ₁)값이 3.5299로 보강 후보다 2배 이상 커서 향후 지점부의 복부판 보강방안으로는 효과적일 것으로 기대된다.